Tender For Laying Fitting Of Rising Main,Gravity Main Distribution Network Of G.I.Pipes,Of Wss Lalli
Tender Value
2.91 Crore
Estimated cost
Bid Submission
28 Jan 2023
0 days left
EMD
5.82 Lakhs
Bank guarantee accepted
Document Fee
500
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
udhampur → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Laying Fitting Of Rising Main, Gravity Main Distribution Network Of G.I.Pipes, Of Wss Lalli
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in bulk excavation by manual meansover areas (exceeding 30 cm in depth, 1.5m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil. |
| 2 | Earth work in excavation by manual means in trenches for foundation , drains , pipes cables etc (not exceeding 1.5 mtr in width) and for shafts wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed inall kinds of soils. |
| 3 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthworkG.I Pipe 80mm dia (M) |
| 4 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthworkG.I Pipe 80mm dia (L) |
| 5 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthworkG.I Pipe 65mm (L) dia |
| 6 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthworkG.I Pipe 50mm dia |
| 7 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthwork . G.I Pipe 40mm dia |
| 8 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthworkG.I Pipe 32mm dia |
| 9 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthwork . G.I Pipe 25mm dia |
| 10 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthwork . G.I Pipe 20mm dia |
| 11 | Laying and fitting of G.I pipe ( all classes)completeincludingcost of pipe special, but excluding cost of pipes and earthworkG.I Pipe 15mm dia |
| 12 | Laying and fitting of HDPE pipe75 mm dia including cost of fittings & Overheads but excluding cost of Pipes, earth work in excavation, Refilling & Supply /fixing of Gate valves /Sluice Valves |
| 13 | Laying and fitting of HDPE pipe63 mm dia including cost of fittings & Overheads but excluding cost of Pipes, earth work in excavation, Refilling & Supply /fixing of Gate valves /Sluice Valves |
| 14 | Laying and fitting of HDPE pipe 50 mm dia including cost of fittings & Overheads but excluding cost of Pipes, earth work in excavation, Refilling & Supply /fixing of Gate valves /Sluice Valves |
| 15 | Laying and fitting of HDPE pipe40 mm dia including cost of fittings & Overheads but excluding cost of Pipes, earth work in excavation, Refilling & Supply /fixing of Gate valves /Sluice Valves |
| 16 | Laying and fitting of HDPE pipe32 mm dia including cost of fittings & Overheads but excluding cost of Pipes, earth work in excavation, Refilling & Supply /fixing of Gate valves /Sluice Valves |
| 17 | Laying and fitting of HDPE pipe25 mm dia including cost of fittings & Overheads but excluding cost of Pipes, earth work in excavation, Refilling & Supply /fixing of Gate valves /Sluice Valves |
| 18 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating eachdeposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 19 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Water bound macadam road. |
| 20 | Dismanttling manually/mechanically including stacking of serviceable material and disposal of unserviceable material within 50 meter lead as per direction of Engineer-in-charge: Bituminous road. |
| 21 | Providing & Fixing brass bib cock of approved quality 15 mm nominal bore |
| 22 | Providing & fixingbrass ferrule with C.I . Mouth cover including boring & tapping the main 15 mm nominal bore |
| 23 | Welding of joints by electric arc welding including, testing and commissioning of joints including carriage of set and all other accessories including making arrangement for electric supply/arrangement for Generator etccomplete |
| 24 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete50mm to 80mm dia. |
| 25 | Making interconnection of G I distribution branch with G IMainby providing and fixing tee, union incl. cutting and threading of pipe etc complete25mm to 40mm dia. |
| 26 | Reflux valves: ISI Marked/Heavy duty swing check type Reflux (Non return) valves for water works purposes single door pattern conforming to IS: 5312(Part - I) - 1984 with upto date amendments nominal pressure as mentioned 80 mm dia (PN 1.6) |
| 27 | Providing and installing approved make CI double wall kinetic air valve IS 14845 having small Orifice elastic ball resting on gun metal orifice nipple, large orifice vulcanite ball seating on moulded seating, valve with built in kinetic features, isolating sluice valve mounted in horizontal position and operated by a meter wheel gearing valve suitable for a maximum working pressure of following dia meter in the proposed rising mains with jointing materials (bolts, nuts, gaskets, washers, rubber insertions) complete including testing 1.6 MPa (16 Kg/cm2) |
| 28 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering. All work up to plinth level with 1:4:8 (1 cement : 4 coarse sand : 8 graded stone upto 40mm thick size nominal size) |
| 29 | Providing &layingin position cement concrete of specified grade excluding the cost of centering and shuttering -all work upto plinth level in 1:3:6 (1 cement : 3coarse sand : 6 graded stone upto 20mm thick size nominal size) |
| 30 | Supply of stone in Horizontal on level |
| 31 | Dumping andfilling of stone in Horizontal on level |
| 32 | Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchors blocks, plain window sills, fillets etc upto floor V level, including curing but excluding the cost of centring, shuttering and finishing with. 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) |
| 33 | Reinforced cement concrete work in beams, suspended floors, roofs having slope upto 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases upto five level including curing but excluding the cost of centring, shuttering finishing and reinforcement with1:1½:3 (1 cement: 1½ Coarse sand : 3 graded stone aggregate 20mm nominal size)using crushed stone agg.) |
| 34 | Reinforced cement concrete work in walls (any thickness) including attached pilasters,buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement in 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size) |
| 35 | Reinforcement cement concrete work in Arches, archribs, domes, vaults shells, folded plate and roofs having slope more than 15°upto floor five level level including curing but excluding the cost of centering, shuttering finishing and reinforcement with 1:1½:3 (1cement : 1½ coarse sand: 3 graded stone aggregate 20mm nominal size) |
| 36 | Providing and laying in position machine batched and machine mixed design mix M-25grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workabilitywithout impairing strength and durability as per direction of Engineer-incharge..All works upto plinth levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 37 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-incharge. All works above plinth level upto floor V levelNote: - Minimum cement content considered is @ 330 kg/ cum. Any quantity less than 330 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 38 | Extra for providing richer mixes at all floor levels. Providing M-30 grade concrete instead of M-25 grade BMC/RMC.Note: - Minimum cement content considered is @ 340 kg/ cum. Any quantity less than 340 kg/cum as per design mix shall be deducted @ Rs 976.70/Qtl (As per SSR 2020). However no extra shall be paid for higher quantity of cement used as per design mix. |
| 39 | Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo -Mechanically Treated bars of grade Fe-500 or more |
| 40 | Brick work with common burnt clay (non modular) bricks of class designation 7.5 in foundation and plinth including curing in: Cement mortar 1:6 (1 cement: 6 coarse sand) |
| 41 | Extra for Brick work with common burnt clay bricks in superstructure above plinth level up to floor V level |
| 42 | Centering and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns etc for mass concrete. |
| 43 | Extra for shuttering in circular work |
| 44 | Centering and shuttering including strutting, propping etc and removal of form work for Walls(any thickness) including pilasters, butresses,plinth and string courses etc. |
| 45 | Extra for shuttering in circular work |
| 46 | Centering and shuttering including strutting, propping etc and removal of form work fo Suspended floors, roofs, landings, balconies and access platforms. |
| 47 | Centering and shuttering including strutting, propping etc and removal of form work forLintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for:Arches, domes, vaults upto 6 m span |
| 49 | Extra for arches, domes, vaults exceeding 6 m span |
| 50 | Edges of slabs and breaks into floor & walls under 20 cm wide |
| 51 | Cement concrete flooring 1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete40mm thick with 20mm nominal size stone aggregate |
| 52 | 12mm thick cement plaster of mix 1 : 4 (1 cement : 4 Coarse Sand) |
| 53 | 6mm cement plaster to ceiling of mix 1:3 |
| 54 | Extra for plastering on circular work not exceeding 6.0 m in radious (in One coat) |
| 55 | Cement plaster skirting upto 30cm height with cement mortar 1:3 mix, finished with a floating coat of neat cement and curing complete 18mm thick |
| 56 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6mm angle iron and 3mm M.S. gusset plates at the junctions and corners, allnecessary fittings complete, including applying a priming coat of approved steel primer Using flats 30x6mm for diagonal braces and central cross piece. |
| 57 | Painting with synthetic enameled paints of approved brand and manufacture to give an even shade two or more coats on new work over an under coats of suitable shade with ordinary paints of approved brand and manufacture. New work (two or more coats) applied @ 3.84 kg/10 Sqm. |
| 58 | Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement |
| 59 | Finishing exterior & Interior with Water proofing cement paint of approved brand and manufacture to give an even shade new work(Two or more coats [email protected]/10Sqmt) |
| 60 | Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 61 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled and glazed shutters 25mm to 40mm thick in Second class deodar wood |
| 62 | Colour washing such as green blue or buff to give an even shadeNew work (two or more coats) with a basecoat of whitewashing with lime |
| 63 | Providing and fixing MS Grill of required pattern in frame of windows etc. with M.S Flate, square of round bar etc. all complete fixed to steel window with welding including priming coat with approved steel primer |
| 64 | Providing and incorporating ( During concretingGP sheet strings water seal 1.25 mm nominal thick at const. joints includingends so as to form a continues barrier strips area excluding laps to be measured |
| 65 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 66 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 67 | Providing and laying damp proof course 50mm thick with cement concreting 1:2:4 and curing complete |
| 68 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20mm nominal size) over 75mm bed of dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including finishing the top smooth and curing complete |
| 69 | Providing and fixing G.I. pipes complete with G.I. fittings excluding trenching and refilling etc. (external work) 80mm dia (Medium) (for washout/delivery main/welded with MS plate thick 100x100mm size and for suction pipe) |
| 70 | Providing and fixing G.I. pipes complete with G.I. fittings excludingtrenching and refilling etc. (external work) 100mm dia (Light)(for washout/delivery main/welded with MS plate thick 150x150mm size and for suction pipe) |
| 71 | Providing and fitting concealed internal Electrification of roomincluding 12 Nos LED lights,Fan points 2 No., Fuse box 1 No., 6 no 15 Amp sockets with switch,5 Amp 4 no. sockets with switch - of approved brandand 04 nos LED security lights 30 watts, Main switch with complete wiring, with MS bracket for pole mounting complete including service line upto a length of 10 meters. including under grond conduct pipes, wiring, steel boxes and switches for 12 No. light Points (internal) with holder and LED bulbs and external 4 Nos. with LED Security lights with required M.S Bracket for mainting (external grade)complete as directed by Engineer incharge. including necessary earthing as per electrical schedule manual. |
| 72 | Provision for providing and fixing of GI pipe 65mm dia for inlet and outlet pipes including provision for GP Sheets in construction joints |
| 73 | Carriage ofG I Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 75 km & 1500 m by HL |
| 74 | Carriage of HDPE Pipesfrom Departmental Store at Udhampur by Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 75 km & 1500 m by HL |
| 75 | Carriage of Sandby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 135 km |
| 76 | Carriage ofstone aggregate (Crushed) above 20 mmby Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance of 75 km |
| 77 | Carriage of sand and stone aggregate (Crushed) above 20 mmby Manual means from road side(to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance of2500 m |
| 78 | Carriage of Soling stone/ boulders by manual means fromroad side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of2000 m |
| 79 | Carriage ofBricks by Mechanical Transport from source (to be identified by engineer in charge) to road side including cost for loading and unloading.for an av. distance ofAverage150 km |
| 80 | Carriage ofBricks by manual Menas from road side (to be identified by engineer in charge) to site of work including cost for loading and unloading.for an av. distance ofAverage 2500m |
| 81 | Carriage ofcement & steelfrom nearest market (as approved by Engineer in Charge)to road sideby Mechanical Transport to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 75 km |
| 82 | Carriage ofcementby manual means from road side (to be identified by Engineer in Charge)to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 2500 m |
| 83 | Carriage ofsteelby manual means from road side (to be identified by Engineer in Charge) by Head Load to site of work including cost for loading ,unloading& stacking for an av. distance ofAverage 2500 m |
| 84 | Providing & installation of Sign Board of size 8ft x 6ft with angle Iron frame of size 50 x 50 x 6 mm PBI sheet of 1.25mm thickness including painting and writing as directed by Engineer- In- charge. |
AI Tender Summary
Tender Timeline
Jan 21, 2023
11:30 IST
Tender Published
Tender notice published.
CompletedJan 28, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedJan 30, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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