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Government Departments

TRN :49068041 | 14 May, 2025

Tender Value : 26.00 Lacs

Khurja - Uttar Pradesh

Tender for tender for cc lining work from km 9.500 to km 10.000 of vaira canal - cleaning thick bushes and thorny jungle without uprooting. 2 e/w in cutting or in embankment in ordinary soil,excavation to be in the form of regular pits and earth work in embankment to be in 20 cm. layers, including ramming and dressing the surface to the required levels and slopes and also including 1.50m lift and 30m. lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30m. distance as directed by eng. in charge. 3 brick work in 1:4 cement & coarse sand forsleeper in c.c. lining with required excavation including cost of all material , labour t&p etc. for required for proper completion of work. 4 preparation of sub grade and filling finesand includingcost of all material, labour, t&p etc. for required for proper completion of work. 5 cement plaster 12mm thick in 1:4 with cement and coarse sand with floating coat of neat cement over plasterincluding all cost of material, labour, t&p. etc. complete. 6 c.c. lining in c.c. 1:2:4 in cement, coarse sand and crushed stone grit with required shuttering includingcost of all material, labour, t&p etc complete for proper completion of work. 7 cement concrete in 1:2:4 in cement, coarse sand and crushed stone grit in c.c. lining patra with required shuttering includingcost of all material, labour, t&p etc for proper completion of work. 8 providing and filling in position bitumen mixfiller of proportion 80 kg. of hot bitumen, 1kg. of cement and 0.25 cum of coarse sand in expansion jointsincluding cost of all material labour t&p etc.

State Government

TRN :49068978 | 20 May, 2025

Tender Value : 39.38 Lacs

Bikaner - Rajasthan

Tender for tender for repair and beautification work of the park near neelkanth mahadev temple in muralidhar vyas nagar, bikaner - 1 dismantling old plaster or skirting, raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 meter lead. 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr. : all kinds of soil 3 cutting of trees, including cutting of trunks, branches and removal of stumps & roots, refilling, compaction of backfilling and stacking of serviceable materialby manualmeans with all lifts as per morth specification clause 201. lead upto 1000 mgirth above 2700 mm to 4500 mm 4 girth above 4500 mm 5 earth work in excavation by mechanical means (hydraulic excavator )/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter. all kinds of soils 6 carriage of earth sand line murom with all leads 7 providing and laying in position cement concrete including curing, compaction etc complete in specified grade excluding the cost of centering and shuttering- all work up to plinth level. 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 8 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m20 grade nominal mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stoneaggregate 20mm nominal size). 9 brick work with common burnt clay f.p.s.(non modular) bricks of class designation 100 infoundation and plinth withcement mortar 1 : 6 (1 cement : 6 coarse sand) 10 brick work with common burnt clay f.p.s.(non modular) bricks of class designation 100 in superstructure above plinth level upto floor five level in all shapes and sizes in : cement mortar 1: 6 (1 cement : 6 coarse sand) 11 plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finish : 20mm thick. 12 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 13 providing and fixing steel gate, grating, and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 14 painting with synthetic enamel paint of approved brand and manufacture to give an even shade :two or more coats on new work 15 supply & stacking good soil of earth at site complete including loading unloading & transportation etc.good soil of earth 16 supply of dry manure including loading unloading,transportation & stacking at site. compost 17 preparation of soil including cleaning & removing of unwanted shrubs removal of stones & garbage. 18 digging of pits size 60x60x60 cms. including removal of stones manuring applicable of insecticides & watering atleast 15 litre per plant after plan ting. 19 suppling and laying of prepared& fully developed slection ist lawn rolls, including cost & tranporation of lawn rolls, preparation of bed also cost of all labours, manur water charges, removing of grass and stone from beds. maintance of lawn upto three monthsall work executed as per direction of engineer incharge. (approved by chief eng. kota) 20 supply of champa plant of ht 5 to 6 feet having age 1/2 to 3/4 year minimum fully developed including cost of growing of tree, cost of manure watering charge & maintances of tree to next six months with replacement of tree with new one if plants is dead complete as per direction of engineer in charges. (approved by chief eng. kota) 21 planting of trees /shrubs/ hedge and climbers plants at desired distance in row and watering 22 supply of different varieties of bougainvillea in ply bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. completedifferent varieties of bougainvillea 600mm to 900mm 23 supply of different varieties of rose plants in poly bag/ earthen pot according to height growth and age of the plant at site including loading unloading and transportation etc. completedifferent varieties of grafted rose plants in poly bag 1 to 1½ feet 24 supply of different varieties of palms in poly bags/earthen pot according to height growth and age of plant at site including loading unloading and transportation etc. complete arica palm many branches 5 to 6 feet 25 maintenace of plants by the contractor including of pits/bids watering preparation of thavala hoeing weeding etc. & application of insecticides etc. & security if the plant die during maintenance contractor has to replace same height plant at his own cost. 26 providing & fixing of pre cast coated concrete bench made of m-20 reinfor cement concrete having each bench consists of 2 no.s l-shape base support in white cement color (thickiness:-100 mm, back height: 1000 mm, front height :450 mm, base width: 620mm) and 2 nos. reinforced concrete planks in yellow & red color of size 1200 mm x 150mm x 50 mm, supreme designds smooth surface finish and durable structure.overall dimensions: seating length of the bench: 1200; seating heigh of the bench 450 mm total height of the bench 1000 mm

State Government

TRN :49019547 | 10 Jun, 2025

Tender Value : 1.98 Crore

Delhi - Delhi

Tender for maintenance of existing borewell, rain water harvesting pits, installation of new borewells and construction of new rain water harvesting system at mkpr-mvpi (excluding) of line-7, mkd, mksq, mkpr rss, dkv rss, ina rss.

Government Departments

TRN :49019865 | 13 May, 2025

Tender Value : 0

Hathras - Uttar Pradesh

Tender for tender for the work of changes of damaged xlpe cable, poles & lines in m & r scheme which fallen due to different reason under edd-ii hathras - safe carriage of following material from electricty store center hathras to pit site of work through the kacha and pakka road includingloading and unloading at the respective ends including the cost of arrangement of labour, t&p, etc. which required for proper completion of work.(distance 00-50 kms.) 2 8.5 mtr. long pcc poles. 3 9/11 mtr. s.t. poles 4 11 kv x-arms, weasal conductor, g.i wire,disc insulators, pin insulators, clamps and otherrequired line material, if any. 5 11 kv xlpe cable 6 replacement of damaged 8.5 mtr. long pcc pole by digging of pits in kharanja/mettalic road and dismantling of all 11kv/lt accessories from the existing / damaged pole and errection of single new pole including fixing of all accessories with grouting. 7 replacement of damaged 9/11 mtr.long st pole by digging of pits in kharanja/mettalic road and dismantling of all 11kv/33 kv accessories from the existing / damaged pole and errection of single newstp pole including fixing of all accessories with grouting. 8 replacement offollowing damaged accessories in 11 kv /ltline - 9 11 kv x-arms, 11 kv pin insulators with pin &nut &bolt , f clamp 10 11 kv disc insulator with fiting 11 fixing of t. channel 12 errection and grouting of stays complete as per respo norms and as per direction of supervising engineer with grouting material i.e. cement, sand, brick ballast/stone ballast etc. shall be arranged by the contractor at his own cost. 13 laying, sagging and stringing and nozzling / binding etc. ofnew &old acsr weasal conductor / giin 11 kv / lt lines as per respo manual and as per direction of supervising engineer. 14 acsr weasel conductor 15 acsr dog / racoon conductor 16 laying of xlpe cableas per direction of supervising engineer 17 digging of proper size of pit for following work of damaged steel support with the provision of temporary support :-then reinforcement of steel support by welding of 04 nos. 2 feet long m.s. angle iron of 50x50x6 mm. at equal distance around each pole & also welding of these angle iron with each other by providing m.s. flat of size 35x6 mm. in round. 18 construction of round plinth around the s.t. poles / rs joists / rails will be done with cement, sand and concrete in 1:3:6 ratio of size 450 mm. dia & 600 mm height (300 mm. under the ground + 300 mm. the ground). the plinth should be plastered with ½ inch thick cement and sand of ratio 1:4 & taper rounding the upper most part of the plinth. the rate will include all cost of material, labour and t&p etc. for completion of the above work which will be provided by the contractor at his own cost.

State Government

TRN :49020123 | 12 May, 2025

Tender Value : 11.90 Lacs

Sirohi - Rajasthan

Tender for tender for various civil works for garden at government collage, sheoganj- 1 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300-1 and 300-2 with a lead upto 50 m as per morth specification clause 305.3 2 surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 mtr. and lift up to 1.5 mtr. : all kinds of soil 3 providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - all work up to plinth level. m10 grade nominal mix1: 3: 6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 40mm nominal size). 4 providing and laying 80 mm thick cement concrete blocks of m-40 grade (manufactured with fully mechanised dry cast process with forced action mixer whose arms revolve along the main axis and rotate about its own axis also, having humidity sensor for moisture control of w/c ratio in concrete mix. manufactured with steel moulds(milled and manufactured in csi diamond or csi nitro process for accuracy) on steel base plate of min 16 mm thick;having vibration and pressing action both together withthe help ofmultiple synchronised vibrators.power of hydraulic station should be minimum 50kw for compaction and cured in controlled chambers having humidity control and automated air circulation system) spreading 25mm thick sand underneath and filling joints with sand on existing w.b.m.base, as per is15658:2006 and all mat 5 providing and laying in position specified grade ofcement concrete for rcc structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc.m20 grade nominal mix / design mix 6 kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) 7 earth work in excavation by mechanical means (hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : all kinds of soil 8 random rubble stone masonry with hard stone in superstructure aboveplinth level and upto five levelabove 30cm. thick walls in : cement mortar 1:6 ( 1-cement : 6-sand). 9 plaster on new surface on wall in cement sand mortar 1:3 including racking of joints etc. complete fine finish : 25 mm thick 10 providing and applying white cement based puttyover plastered surface to prepare the surface even and smooth completenew plastered surface (three or more coats) 11 painting with synthetic enamel paint of approved brand and manufacture togive an even shade :two or more coats on new work 12 providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide 13 finishing walls with acrylic smooth exterior paint of required shade including all scaffolding. new work (two or more coat applied @ 1.67 ltr/10 sqm over and including base coat of water proofing cement paint applied @ 2.20 kg/ 10 sqm ). 14 providing and fixing granite stone slab mirror polished and machine edge cut in walls, pillars, steps, shelves, sills counters, floors etc. laid on 12mm (av.) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete.

State Government

TRN :49020750 | 20 May, 2025

Tender Value : 3.62 Lacs

Baghpat - Uttar Pradesh

Tender for tender for road construction work by cc from shishupals house to dishas house - dismentling of old interlocking tiles 2 disposal of dismenteled material 1 km far from site 3 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentte as directed by the engineer incharge . complete in all respect as per sino. 253(a) + 2km cartage. 4 concrete in 1:4:8 with cement, fine sand and 4cm gauge brick ballast in foundation complete in all respect. si no. 275 5 m -150 brick work with in 1:5 (one cement & five corse sand) mortar in foundation and plinth i as per s.i. no 305 (a). 6 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm k as per s.i. no.584(a). 7 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1as per s.i. no. 279(a). 8 r.c.c. work with cement approved coarse sand and 2 cm gauge approved stone grit in proportion of 1:1.5:3 in slabs asper pwd schedule item no 284 . 9 m.s. (tor steel or plain) in plain work such as r.c.c. or r.b. work. as per pwd schedule s.i. no. 504 10 construction of granular sub base by providing well graded material, spreading in uniform layer with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at omc and compacting with smooth wheel roller to achieve the desired density complete as per technical specification clause 401. grade-i 11 construction of un- reinforced cement concrete with 2 cm gauge approved stone grit, coarse sand & cement in the proportion of 3:1.5:1 in pavement complete in all respect as pernew item no. 9(1) 12 s/f information/sign board i/c all comp. at site.

State Government

TRN :49021266 | 20 May, 2025

Tender Value : 10.65 Lacs

Baghpat - Uttar Pradesh

Tender for tender for beautification work in nagar panchayat doghat - exavation in foundation in ordinary soil (loam,clay or sand) including lift upto 1.50 m.and including filling watering and ramming of excavated earth into the trenches or into the space beetween the building and the sides of foundation trenches or into the plinth and removal and disposal of surplus earth as directed by the engineer-in-charge upto a distance of 30 m. from the foundation trenchs .(where machine can not move) as per s.i. no. 251 (a) 2 concrete with 4 cm gauge brick ballast, fine sand of 1.25 f.m and cement, in the proportion of 12:6:1 in foundation and under the floor i/c supply of all materials,labour , t & petc. required for proper completion of the work. as per s.i. no. 273 3 m -150 brick work with 1:4 (one cement & four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 305. 4 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 in lintelof doors & windows excluding supply of reinforcement and its bending .but including its fixing and binding the same with 24 b.w.g.g.i. binding wire and including necessary centering and shuttering etc. and supply of all materials ,labour,tools & plants etc.requered for proper completion of the work including cost of binding wire. but in lighter beam havingspans upto 6 m. as per s.i. no. 289 5 r.c.c. work with cement , approved coarse sand & 2 cm guage approved stone grit in proportion of 1:1.5:3 but for slab 284 6 m.s.(tor steel or plain ) in plan work such as rc.c. or r.b. work including bending for proper shape and including supply of steel & its wastage ,bend,hooks,and authorised, overlapping shall be measured and including cost of binding wire.as per s.i. no. 504, 7 m -150 brick work with 1:4 (one cement &four fine sand mortar ) in foundation and plinth including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no 304 .but in superstructre including necessary cutting & moulding of bricks add extra labour to this item 305+309(4300.00+225.00=4525.00) 8 cementconcrete with 2 cm gauge stone grit, coarse sand & cement in the proportion of 4 :2:1 includingsupply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no. 279(a). 9 12 mm thick plaster with cement and coarse sand mortar in 1:4 over brick work minimum thickness not be less than 1 cm including supply of all materials, labour, t & p etc. required for proper completion of the work as per s.i. no.584(a). 10 m.s. or iron work of small sizes and section such as holding down bolts ,hold fast tie rods grating etc.same as in item no. 502 above but in m.s. grills / stair case,. raling /gates/trusher racks etc. as per schidule item no. 502 (a) . 11 supply of birbed iron wire 12 supply of birbed iron wire labour only 13 earth work in cutting or embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 m in depth and earth work in embankmentto be in 20 cm layers i/cramming and dressing the surface to required levels and slopes and also i/c 1.50m lift and 30 m lead. the earth from cutting to be used in making embankment or to be deposited as per spoil banks with in 30 m distance as directed by the engineer incharge . complete in all respect as per sino. 253(a) +261 b 14 supply and laying of 80mm thick precast cement concerete i-shape interlocking paver blocks with top layer of minimum 5 mm thickness having paln dimension 200x(160+120mm) of o.p. cement , smooth high gloss finish, skid resistant; manufactured from rubber moulds through vibro-compression mechanism. the compressive strength of concrete paver block shall not less than 40mpa (m-40) and weigt 4.5kg per no. confirming to is: 15658-2006 including cost of material, with a blanket layer of 4.00cm. thick fine sand labour, t&p and vat etc required for proper completion of the work as directed by engineer-in-charge, including c.p.as per s.i. no. new item no. 14 15 construction of cc road in 1:1.5:3 16 i love doghat size (22*3 feet) 17 iron work structure 18 open gym /jhula/ bench 19 lighting work 20 providing & laying of green grass in ground with labour complete work. 21 supply & fixing of sign boardat site including letter writing, painting both side of board including supply of all materials,labour , t & petc. required for proper completion of the work as per s.i. no.

Local Bodies

TRN :49021459 | 16 May, 2025

Tender Value : 6.20 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from hanuman mandir to cc road in gram panchayat afo. - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5(widening of patari) 3 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 5 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 6 supply and fixing of information board

Local Bodies

TRN :49021495 | 16 May, 2025

Tender Value : 7.61 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc connectivity work from main link road to brahmadev sthal in village tikari kala - cleaning and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings of girth up to 300mm, removal of stumps of suchtrees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5 3 construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavatorat omc, and compacting with smoothwheelroller to achieve thedesired density, complete as per technical specification clause 401. 4 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 5 cement concrete pavement (c.c. road slab m 30 (grade) (1:1.5:3) coarse and fine aggregate construction of un-reinforced plain cement concrete pavement thickness as per design, over a prepared sub base, laying and fixing of 125 micron thick polythene film, including provision of contraction and expansion construction joints, applying curing of concrete slabs for 14 days, finishing to lines and grade as per drawing and technical specification 6 supply and fixing of inaugration stone i/c its painting and lettering etc complete as per direction of e/i.

Local Bodies

TRN :49021556 | 16 May, 2025

Tender Value : 21.17 Lacs

Hathras - Uttar Pradesh

Tender for tender for cc work from nagla khushali marg to lakhanu pura marg ambedkar park in village panchayat lakhanu - clearing & grubbing road land including uprooting wild vegetation grass bushes shrubs sapling and trees of girth up to 300 mm 2 construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of tables 300.1 and 300.2 with a lead upto 1000 m as per technical specification clause 301.5(widening of patari) 3 excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 4 providing concrete for plain concrete in open foundation complete as per drawings and technical specification clause 802,803,1202 &1203 5 plane/reinforced cement concrete in substructure complete as per drawings and technical specification clauses 802,804,805,806,807, 1202&1204 6 supply, fitting and placing with ms bar rainforcement as per drawings and technical cpecification clause 1002, 1010 and 1202 7 construction of granular sub-base by providing well graded material, spreading in uniform layers with tractor mountedgrader on prepared surface mixing by mix in place method with rotavator at omc, and compacting with smooth wheel roller to achieve the desired density, complete as per technical specification clause 401. 8 providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smoothwheel roller 80-100 kn in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per technical specification clause 405. 9 construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per clause 1501.2.2 m30 (grade), coarse and fine aggregates conforming to is:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, 10 supply and fixing of information board

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Tender for maintenance of existing borewell, rain water harvesting pits, installation of new borewells and construction of new rain water harvesting system at mkpr-mvpi (excluding) of line-7, mkd, mksq, mkpr rss, dkv rss, ina rss.

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