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State Government

TRN :35396507 | 25 Sep, 2025

Tender Value : 34.27 Lacs

Raigad - Maharashtra

Tender for borewell drilling 150 mm dia by dth machine including transporting of machine at worksite, providing & placing 180 mm dia 6 kg p.v c.casing pipe (l5:4985-1988) & fixing borecap after complation of borewell, yield testing of borewell by 90 degree v notch method for minimum 2 hrs .continously, providing cap for 180 mm dia p.v.c.casing pipe, casing pipe lowering & grouting, solar system, supplying, installing, testing and commissioning of standalone solar submersible pump set . all the above benchmark cost are inclusive of total cost of system as per mnre specifications and its installation, commissioning , transportation , insurance , warranty/gurantee, monitoring and maintained for 5 years. 3 bhp solar pump construction of bandhara, clearing cutting thorny shurbes, bushes , mooleyhills etc. complete, excavation in hard murum/hard man kankar/pebbles, exceeding 1.5m in width including depositing the material as directed with all lead upto 15m and lift into 1.5m including boulders of size less than 0.10cum including dressing etc complete. excavation in soft rock exceeding 1.5m in width including depositing the material as directed with all leads and lifts including boulders of size less than 0.10cum, dressing etc complete. excavation in hard rock exceeding 1.5m in width by blasting including depositing the excavated material as directed with all leads and lifts including boulders of size exceeding 0.10cum including dressing etc complete providing and laying rubble soling below foundation in layers including fillinf with rubble chips murum etc. complete (excluding royalty material) providing and laying in situ cement concrete of grade m-150 of trap / granite / gneiss /quartzite graded metal for pcc with or without surface reinforcement rcc/concreting requiring heavy or spetial type of shuttering for works of gallery ,sluice,spillway crest,spillway down stream face,energy dissipating structure,inteke structure,training walls,piers abutments etc.with concrete mixture considering lead of 50 m with shuttering and scaffolding ,placing ,compacting,curing etc.complete with an initial lead of 50 m and lift of 1.50 m. providing & laying in position tor steel reinforcement including cutting bending binding including cost of reinforcement binding wire etc complete with a lead of 50 m & lift of 1.50 m providing casing embankment using selected previous material available directly from excavation in layers including cost of all other operations such as collection of material spreading material in layer of specified thickness sorting out breaking clods levelling sectioning edges sides watering compacting each layer to density control of not less than 95 percent or as stipulated using vibratory compactor etc complete with lead up to 1km for watering and 6m lift. providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with b. c. soil (in gunny bags if requried). providing impervious / semipervious materials on both side of b.c. soil (in gunny bags if required) including ramming, compacting to the satisfaction of engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the engineer-in-charge. providing and fixing 90 cm x 60 cm marble plate engraving 10 cm.height letter ,figures including painting the lefters/ figures withapproved colour and shade complete " "rcc well providing and laying in situ cement concrete in proporation .... of trap metal for foundation and bedding, including balling out water manually, formwork, compacting and curing etc. complete." providing & costing in constructing in situ. c.c of trap granite/ quartzite / gneiss/ metal of approved quality of r.c.c. work as per detailed drawing & design or as directed by engg. in charge including dewatering , ceterind from work,compacting, finishing the formed surface with c.m. 1:3 of sufficient minimum thickness to give a smooth & even surface wherever necessary or roughening if spetial finish is to be provided & curing etc. complete. ( by weight batching & mix design for m-250 & m-300 only use of l&t, acc ambuja, birla gold, manikgad, rajashree etc. cement is permitted excluding m.s or tor reinforcement in r.c.c. m-250grade. 1) r.c.c. m-250for beam " 2) r.c.c. m-250 for vertical wall providing & fixing in position steel bar reinforcement of various diameters for r.c.c. pipes,caps,footing, foundation, slab, beams, columns, canopies, staircase, newels, chajjas, lintels, pardies, coping, fine arches etc. as per detailed designs, drawing & schedule s including cutting, bending, hooking the bars, binding with wires or tack welding & supporting as required etc. complete (including cost of binding wire). tor steel" providing & laying weep holes of 80 mm ac/pvc pipe as per drawing for abutment returns, return walls etc. complete. dewatering the excavatyed trenches and pools of water by using pumps and other devices including disposing of the water to safe distance as directed by engineer-in-charge (including cost of machinery labour fuel )etc complete. providing rubble stone paving 15cm thick in 1:3 cement mor tar over bedding of 15cm thick cement concrete of 1:4:8 propor t ion wi th t rap / grani te / quar tzi te / gneiss metal including st r iking joints and water ing etc. complete." providing internal cement plaster 20mm. thick in two coats in cement mor tar 1:3 wi thout neeru finish, to concrete, br ick sur face, in all posi t ions including scaffolding and cur ing etc. complete. providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete." reffiling the trenches with approved excavated material from foundation in 15cm to 20cm layers including watering and compaction etc. complete. providing and fixing in position c.i. dapuri steps or 22 mm dia. m.s. bar step with proper anchorage, etc. and providing and applying 3 coats of anticorrosive paint, etc complete as directed by engineer- in-charge." providing and fixing 90 cm x 60 cm marble plate engraving 10 cm. height letter, figures including painting the lefters/figures with approved colour and shade complete providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling, the middle portion with b. c. soil (in gunny bags if requried). providing impervious / semipervious materials on both side of b.c. soil (in gunny bags if required) including ramming, compacting to the satisfaction of engineer-in-charge, till the complction of work including dismantling coffer dam after completion of works and disposing off the material as directed by the engineer-in-charge. lift 0.00 m to 1.50 m" "switch room excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (bd-a- 1/259)" excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 m and lifts as below, stacking and spreading as directed by engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (bd-a-2/259) providing and laying in situ cement concrete in m – 15 (1:2:4) grade of trap /granite/quartzite/gneiss metal for foundation & bedding including bailing out water manually, form work compaction & curing, etc complete. providing uncoursed rubble masonry of t rap / granite / quartzite /gneiss stones in cement mor tar 1:6 in foundation and plinth of innerwalls / in plinth of external walls including bailing out water manually , striking joints on un exposed faces and water ing etc.complete. "providing second class burnt brick masonry with convent ional/ i.s.type br icks in cement mor tar 1:6 in superst ructure including striking joints, raking out joints, water ing and scaffolding etc. complete " providing and casiting in situ cc of trap /granite/quartzite/gneiss metal of approved quality for r cc work as per detailed drawing and designs or as diredcted by engineer – in- charge including normal dewatering, centering, fromwork,compaction, finishing the formed surface withcm 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish to be provided and curing, etc complete. slabs b) in rcc m-200" providing internal cement plaster 20mm. thick in two coats in cement mortar 1:3 without neeru finish, to concrete, brick surface, in all positions including scaffolding and cur ing etc. complete. item no 8 :- filling the plinth & floors murum bedding in trenches with approved murum from excavatyed materials form foundation 15 cm. to 20 cm. layers including watering and compaction complete. providing and laying cement concrete flooring 40 mm thick wi th m15 cement concrete laid to proper level and slope in alternate bays including compact ion, fi lling joints, marking lines to give the appearance of t i les of 30 cm x 30 cm or other size laid diagonally / square etc finishing smooth (wi th ext ra cement ) in any colour as directed and cur ing etc. complete. with natural sand providing and fixing frame wi th / wi thout ventilator of size as specified with country cut teak wood for doors and windows including chamfering, rounding, rebat ing, iron holdfast of size 300mm x 40mm x5mm with oil paint ing, etc. complete item no. 11 :- providing and fixing count ry cut teak wood double or single leaf panelled shut ters, 35 mm thick style top and freze rail 95 x 35 thick with lock and bottam rail 195 x 25 mm thick and panels without ventilator as per detai led drawing excluding the door frame, stainless steel fixtures and fastening and finishing the wood work wi th oil paint ing 3 coats complete item no. 12 :- providing and fixing count ry cut teak wood windows wi th double leaf 25 mm thick planked shutters without ventilators as per detailed drawings including stainless steel fixtures and fastenings and finishingthe wood work wi th oil paint ing 3 coats etc. complete item no.13 :- providing flush grooved pointing with cement mor tar 1:3 for stone masonry work including scaffolding and curing etc. complete. item no.14 :- providing and applying washable oil bound distemper of approved colour and shade to old/ new surfaces, in three coats including scaffolding, preparing the surface to receive the priming coat and finishing coat etc. complete. item no. 15 :- providing and fixing locking arrangement the standered qualityof lock for pump house, etc complete item no. 16 :- providing and fixing in position steel bar reinforcement of various diamenters for rcc piles, caps, footing, foundation, slabs, beams, columns, canopies, staircases, newels,chjjas, lintels, pardies, copings, fins, arches, etc. as per detailed designs, drawings and schedules, including cutting, bending, hooking he bars, binding with wires or tack welding and supporting as required, etc. complete.(including cost of binding wire) "pumping machinery item no. 1 :- providing, erecting and giving test of submersible pump set conforming to is 8034 and motor conforming to is 9283, with water proof winding. pump shall be suitable for various delivery head and discharge with stainless steel shaft. motor suitable for working on 415 v ± 10%, 3 ph, 50 hz a.c. supply, with cable guard, thrust carbon / fiber bearing to withstand entire hydraulic thrust. the pump set shall be suitable for direct coupling, with suitable suction strainer. pump should have suitable discharge out let as per manufacturer's design. antithrust stream lined non return valve shall be provided with the pump. 3 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump. submersible pump 150 mm dia (with bronze / stainless steel (cf8m) impeller) up to 8 stages" "item no. 2 :- supplying and erecting, flat flexible submersible cable with, copper conductor, pvc insulated, and pvc sheathed. 3 core 10sqmm" "item no. 3 :- supplying and erecting fully automatic star delta starter to operate squirrel cage induction motor working on 380- 440 volt, 3 phase, 50 hz with no volt coil, over load element, and on off push buttons, with necessary material and connected to supply, etc complete. starter with original sheet steel encloser. > 7.5 hp & up to 12.5 hp" item no.4 :- providing , installing & commissioning main control pannel board including v.meter & a. meter of suitable range single phase prevention 8 nos. of phase indicater lamps with colour glass of 230 v rotary switch over load capacitor suitable for 7.50hp and 12.50bhp pump etc.complete. (market rate) "item no.5 :- providing, erecting pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia g.i. pipe. pressure gauge shall be installed as directed, with tapping on rising main. pressure gauge (100 mm dia)" item no.6 :- providing tools for pumping. item no. 7 :- main wiring work from m. s. e. b. cut out to the panel board 4 core x 459 mm 1100 grade with i. s. i. mark standard / aluminum armored cable (94.1 p.36) item no. 8 :- providing pipe type earthing with 40mm. dia. g.l. pipe or 20 mm dia. g.l. rod complete with all materials as per specification no. ea-ep "solar pump item no.1 :-supplying, installing, testing and commissioning of standalone solar submersible pump set . all the above benchmark cost are inclusive of total cost of system as per mnre specifications and its installation, commissioning , transportation , insurance , warranty/gurantee, monitoring and maintaince for 5 years " "rising main item no. 1:- providing and supplying in standard lengths polyethelene pipes, confirming to is 4984 /14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i. e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding gst levied by gi & gom in all respect etc. complete. 75 mm dia hdpe pipe 8 kg/sqcm" 75 mm dia hdpe pipe 8 kg/sqcm item no.3 :- 5% of cost of pipes shall be considered for cost of pvc/hdpe specials for estimate purpose only. "item no. 4 :- providing, erecting, connecting double flanged short body pattern tye manually operated butterfly valve having body, disc and end cover in graded cast iron to is 210 gr. cf 200 generally conforming in bs 5155, synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearings excluding c.c. foundation/ structural steel support confirming to is 3095-1991. sluice valves 80 mm dia for washout" "item no. 5 :- providing and supplying air valves as per is-10845 and mjp’s standard specifications of approved mark and quality of following diameters including all taxes (central and local), railway fright, inspection charges unloading from railway wagons, loading into truck, transportation upto departmental stores/ site, unloading and stacking etc. complete. air valves 15 mm dia" "item no.6 :- excavation for foundation/ pipe trenches in earth, soils of all types, sand gravel and soft murum, including removing the excavated material upto a distance of 50 meters & lifts as below, stacking & spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (earth soil)" "item no. 7 :- excavation for foundation/pipe trenches in hard murum and boulders, w.b.m. road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below, stacking and spreading as directed by engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding back- filling, etc. complete. (hard murrum)" "item no.8 :- excavation for foundation/ pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m beyond area and lifts as below, stacking as directed by engineer-in-charges, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. soft rock" "item no.9 :- excavation for foundation / pipe trenches in hard rock by controlled blasting, including trimming and levelling the bed by chiselling where necessary and removing the excavated material and stacking it in measurable heaps within a distance of 50 metres from the area and lifts as below, normal dewatering, excluding backfilling, etc. complete. lift 0 to 1.5 m hard rock" item no. 10 :- filling in plinth and floors murum bedding in trenches with approved murum from foundation 15 cm to 20 cm layers including watering and compaction complete. "item no. 11 :- lowering, laying and jointing h. d. p. e./ m. d. p. e. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent is code complete with all materials for jointing procedure like electrofusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is-7634 part ii 75 mm dia hdpe pipe 8 kg/sqcm" 75 mm dia hdpe pipe 8 kg/sqcm "item no. 12 :- lowering laying and jointing in position following c.i.d/f reflux valves butterfly valves and sluice valves including cost of all labour joining material, including not bolts and giving satisfactory hydraulic testing etc. complete. (rate for all class of sluice valves) sluice valves 80 mm dia for washout" "item no. 13 :- lowering, laying and fixing in proper alignment and position all types of c.i. air valves as directed by engineer in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc complete. air valves 15 mm dia" "item no. 14 :- providing and fixing in position air valve shaft including providing and fixing gi medium class or 6 mm thick m.s. pipe shaft 2.70 m long over branch flange of air valve tee, providing pcc block of m-150 concrete 150 mm thick around the air valve tee including encasing of vertical shaft in pcc m-150 as shown in type design together with providing and making flanged joints wherever required and fixing of air valve over the shaft excluding cost of air valve and branch flanged air valve tee. etc. complete as per type design and as directed by engineer-in-charge for following diameters of pipe lines (type design attached.) upto 150 mm on murum & harder strata" item no 15 :- providing and laying in situ following grades of c.c. of trap/granite/quartzite/gneiss metal for foundation and bedding including dewatering, form work, compacting and curing, finishing etc. complete. "item no. 15 :- providing and constructing b.b. masonry valve chamber with 15 cm thick 1:3:6 proportion pcc bedding, including excavation, b.b. masonry in c.m. 1:5 proportion 12 mm thick cement plaster in cm 1:4 proportion on both sides with providing and fixing c.i. manhole frame and cover in rcc 1:2:4 coping or cm thick slab etc. complete as directed by engineer-in-charge. size 0.90 x 0.60 x 1.20" item no. 16 :- refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete "item no. 17 :- hydraulic testing of h. d. p. e./ m. d. p. e. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 75 mm dia hdpe pipe 8 kg/sqcm" "distribution system item no .1 :- providing and supplying in standard lengths polyethelene pipes, confirming to is 4984 / 14151 / 12786 / 13488 with nesessary jointing material like mechanical connector i.e. thread / insert joint / quick release coupler joint / compression fitting joint or flanged joint excluding coupler/specials, including transportation and freight charges, inspection charges, loading / unloading charges, conveyance to the departmental stores & stacking the same in closed shade duly protecting from sunrays & rains, excluding gst levied by gi & gom in all respect etc. complete. 63 mm dia hdpe pipe 6 kg/sqcm" item no. 2 :- 5% of cost of pipes shall be considered for cost of pvc/hdpe specials for estimate purpose only. "item no.3 :- providing double flange sluice valve confirming for is- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking excluding gst levied by goi & gom in all respect etc. complete sluice valves 50 mm dia" "item no 4 :- excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (bd-a-1/259) earth soils" "item no. 5 :- excavation for foundation / pipe trenches in hard murum and boulders, w.b.m. road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below, stacking and spreading as directed by engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (bda-3/259) hmb" "item no. 6 :- excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 m beyond the area and lifts as below, stacking as directed by engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete. (bd-a-4/259) soft rock" "item no. 7 :- excavation for foundation / pipe trenches in hard rock and concrete road by chiselling, wedging, line drilling by mechanical means or by all means other than blasting including trimming and levelling the bed, removing the excavated material upto a distance of 50 metres beyond the area and lifts as below, stacking as directed by engineer-in-charge, normal dewatering, excluding backfilling, etc. complete by all means. (bd-a-6/259) hard rock" item no. 8 :- filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete. (bd-a-10/263) "item no. 9 :- lowering, laying and jointing h. d. p. e./m.d. p. e. pipes in proper position including all specials by compression fitting/electrofusion and butt fusion jointing procedure as per relevent is code complete with all materials for jointing procedure like electrofusion machine, electric heater/butt fusion welding machine with hydraulic jack, top loading clamp etc. and all labours as directed by engineer in charge as per is-7634 part ii 63 mm dia hdpe pipe 6 kg/sqcm" "item no. 10 :- lowering, laying and jointing in position following c.i.d/f reflex valves, butterfly valves and sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (rate for all class of valves.) sluice valves 50 mm dia" "item no. 11 :- providing and laying in situ cement concrete of trap/ granite / quartzite /gneiss metal for rcc work in foundation like raft, grillage, strip foundation and footing of rcc columns and steel stanchions including normal dewatering,form work, compaction, finishing and curing, etc. complete. (by weigh batching and mix design for m250 and m-300 only. use of l&t, a.c.c., ambuja, birla gold, manikgad, rajashree, etc. cement is permitted.) (excluding m.s. or tor reinforcement) a) 1:2:4 (m-150) grade " "item no. 12 :- providing and fixing c.i. road box including loading, unloading and carting to site of work including all necessary excavation in all types of strata and fixing in murum packing, etc. complete. 100 mm x 225 mm (20 kg) " item no. 13 :- refilling the trenches with available excavated stuff with soft material first over pipeline and then hard material in 15 cm layers with all leads and lifts including consolidation, surcharging, etc. complete "item no. 14 :- hydraulic testing of h. d. p. e./ m. d. p. e. pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. the rate under this item shall also include cost of retesting, if necessary and reinstating to original position. 63 mm dia hdpe pipe 6 kg/sqcm" item no. 15 :- providing and fixing board displaying information, such as 'name of work, tender cost, name of contractor, work completion and liability period etc', having rectangular shape of 1.20 m x 0.90 m size made out 18 gauge (1.25 mm) thick mild steel sheet painted with one coat of zinc chromate stoving primer and two coats of enamel paint on front side and grey stove enamel on back side and border /messages /symbols etc. with approved colour shade paint complete, on m.s.angle of size 35 x35 x3 mm frame with properly cross braced m.s.angles of size 35 mm x 35 mm x 3 mm duly painted including two m.s.angle iron posts of size 65 mmx 65 mmx 6 mm, 3.65 m long painted withal ternate black and white bands of 25 cm width including all fixtures etc. and fixing the boards in 1:4:8 concrete block of size 60 cm x 60 cm x 75 cm including, excavation, refilling, transportation, and labour etc complete.spec. number as directed by engineer in charge morth 801 item no. 16 :- providing and making upvc/mdpe pipe consumer service connection on distribution main by drilling hole with suitable means , including all labour , upvc/mdpe pipe of required length with or without road crossing as described below, including cost of specials like saddle/clamp saddle of suitable material, and diameter suitable for distribution main, 15mm /20mm/ 25mm respective dia heavy duty brass/polyprophylyne(twin jacketed ) ferrule , male and female thread adapter elbow, bends,couplers ,tees, clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, gi casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by engineer in "trial run item no. 1 commissioning, running and maintaining the scheme to quantities, rated capacity, including manning necessary personnel such as operator, valveman, etc. as per requirements of the scheme and who should also administer chemical dose for a period of 1 month for individual scheme and for regional scheme, together with training of personnel spared by mjp / local body and handing over the scheme to local body after completion of the above period as directed by engineer-in-charge.note: required chemicals to be supplied by department free of cost and electricity bill will also be paid by the department.for singlvillage" piped water supply scheme at - adnale tal- tala

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