Tender For Water Supply Scheme Larkutti Under Jjm , Components Construction Of 4000 Glns Per Hour Capacity Slow Sand Filteration Plant, Dug Well, Pump Room Building , 10000 Glns Sump Tank And Compound Wall At Wss Larkutti
Tender Value
1.30 Crore
Estimated cost
Bid Submission
27 Mar 2023
0 days left
EMD
50000
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
rajouri → Jammu And Kashmir
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Water Supply Scheme Larkutti Under Jjm , Components Construction Of 4000 Glns Per Hour Capacity Slow Sand Filteration Plant, Dug Well, Pump Room Building , 10000 Glns Sump Tank And Compound Wall At Wss Larkutti
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-Mar-2023 | Dates extends | Date | 24-Mar-2023 |
| 2 | 24-Mar-2023 | Poor response critical dates extended | Date | 27-Mar-2023 |
BOQ
| Sl. No. | Item Description |
| 1 | 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 |
| 2 | Earth work inbulk excavation by manual means over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soil |
| 3 | Earth work inbulk excavation by Mechanical means (Hydraulic excavator) over areas (Exceeding 30 cm and upto 1.5 mtr in depth, 1.5 mtr in width as well as 10 sqm. On plan) including disposal of excavated earth upto 1 mtr from cutting edge, disposed earth to be leveled and neatly dressed in all kinds of soils. |
| 4 | Extra rates for quantaties of earth works executed in or under water and/or liquid mud, including pumping out water as required, shall be @ 20% of the rate of the item . The unit namely ,meter depth to be considered for payment shall be the depth measured from the sub soil water level uptothe center of gravity of the quantity executed in these difficult conditions. The depth shall be reckoned correct to 0.1 meter, 0.05 meteror more shallbe taken as 0.1meter and less than 0.05 meter ignored.The extra percentage rate is applicable in respect of each item but limited to quantaties of work executed in these difficult conditions . |
| 5 | 1st lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions per mtr depth |
| 6 | 2nd lift of 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions.per mtr depth |
| 7 | 3rd liftof 1 mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions per mtr depth |
| 8 | Extra for additional lift of 1.50 mtr or part thereof in excavation / banking excaveted or stacked material in all kind of soil. |
| 9 | (1st lift) |
| 10 | (2nd lift) |
| 11 | (3rd lift) |
| 12 | (4th lift) |
| 13 | (5th lift) |
| 14 | (6th lift) |
| 15 | Supply and placing in position of filter sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir for slow sand filteration plant |
| 16 | Providing, stacking and Filling of graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage from source to be indentified by Engineer Incharge for slow sand filteration plant. |
| 17 | Providing and fixing of G.Ipipes complete with G.I fittgings excluding trenching and refiling etc. complete as per the directions of the engineer in charge. 100 mm dia (M) |
| 18 | Providing and fixing of G.Ipipes complete with G.I fittgings excluding trenching and refiling etc. complete as per the directions of the engineer in charge. 80 mm dia (M) |
| 19 | Providing and fixing 100mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2) |
| 20 | Providing and fixing 80mm dia C.I. sluice valves /Chak Valves as per specification (IS:14846) for control purpose in proposed pipe of following dia including jointing material (bolts, nuts, gaskets, washers, rubber insertious etc.) complete including testing 1.6 Mpa (16Kg/Cm2) |
| 21 | Providing and Fixing of 80 mm dia PVC pipe for weep holes. |
| 22 | Supply of stone in Horizontal on level |
| 23 | Dumping andfilling of stone in Horizontal on level |
| 24 | Providing, stacking and filling of graded stone agg. (Filter Media) of size 6-20m in four layers (Nallah) including carriage from source to be indentified by Engineer Incharge for Dug well |
| 25 | Providing and laying in position cement concrete of 1:4:8 mix (1 cement 4 coarse sand 8 graded stone agg. 40 mm nominal size) excl. cost of centring and shuttering all work up to plinth level (using crushed stone agg.) |
| 26 | Providing and laying in position cement concrete of specified grade including curing butexcluding the cost of centering and shuttering. All work upto plinth level in 1:3:6 (1 cement: 3 coarse sand : 6 graded stone aggregate 20mm nominal size) (using crushed stone agg.) |
| 27 | 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.) |
| 28 | 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. |
| 29 | 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. |
| 30 | 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. |
| 31 | 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) |
| 32 | Steel reinforcement cement for RCC work including straightening, cutting , bending , placing in position and binding all complete upto plinth level TMT bars of grade FE -500 D or more |
| 33 | Extra for laying reinforced cement concrete in or under water and/or liquid mud, including cost of pumping out water or bailing out water and removing slushetc complete as required(The extra percentage rate is applicable in respect of each item but limited to quantaties of work executed in these difficult conditions . The unit namely ,meter depth to be considered for payment shall be the depth measured from the sub soil water level uptothe center of gravity of the quantity executed in difficultconditions. The depth shall be reckoned correct to 0.1 meter, 0.05 meteror more shallbe taken as 0.1meter and less than 0.05 meter ignored. |
| 34 | 1st liftt of1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions. |
| 35 | 2nd lift of1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions. |
| 36 | 3rd lift of1mtr below sub soil water level upto the centre of gravity of the Qty executed under sub soil water conditions. |
| 37 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size)and curing complete |
| 38 | 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) |
| 39 | Extra for Brick work with common burnt clay bricks/cement concrete bricks in superstructure above plinth level upto floor five level |
| 40 | Half Brick masonary with common burnt clay (non-modular) bricks of class designation 7.5 in foundation and plinth including curing in cement mortar 1:4 (1 cement : 4 coarse sand) |
| 41 | Extra for half brick masonary in super structure above plinth level upto floor V level |
| 42 | Centring and shuttering including strutting, propping etc and removal of form work for foundation,footings, base for columns . |
| 43 | Extra for shuttering in circular work (20% of respective centering and shuttering |
| 44 | Centring and shuttering including strutting, propping etc and removal of form forwalls (any thickness) including attached pilasters buttresses, plinth and string course fillets, kerbs and steps etc. |
| 45 | Extra for shuttering in circular work (20% of respective centering and shuttering) |
| 46 | Centring and shuttering including strutting, propping etc. and removal of form for: Lintel, beams, plinth beams, girders, bressumers and cantilevers. |
| 47 | Extra for shuttering in circular work (20% of respective centering and shuttering) |
| 48 | Centring and shuttering including strutting, propping etc. and removal of form for: arches , domes, vaults upto 6 mtr span |
| 49 | Centring and shuttering including strutting, propping etc and removal of form for : Suspended floors, roofs, landings, balconies and access platforms. |
| 50 | Edges of slabs and breaks in floors and walls under 20 cm wide |
| 51 | Providing and fixing 32 mm dia G.I Pipe for railing |
| 52 | Providing and fixing 1mm thick M.S sheet door with frame of 40x60x6 mm angle iron and 3mm M.S gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S Flat 30x6mm for diagonal braces |
| 53 | Providing and fixing M.S grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc including priming coat with approved steel promer all complete.Fixed to steel windows by welding |
| 54 | 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. |
| 55 | 12mmthick Cement plasterorrough side of single or half brick wall of mix : 1:4 ( 1 cement : 4 coarse sand) |
| 56 | 12mm Cement plaster finished with a floating coat of neat cement of mix:: 1:3 ( 1 cement : 3 coarse sand) |
| 57 | Extra for plastering on circular work not exceeding 6m in radius:In one coat |
| 58 | Providing and mixing water proofing material in cement concrete work @ 1 kg per 50 kg of cement |
| 59 | Providing and fixing S.C.I. S & S 100 mm dia bend |
| 60 | Providing and fixing100 mm Slotted Cowl (Terminal Guard)S C.I. S & S |
| 61 | Welding ofM.S. Plate 1.25 mm thick 150 x150 mm size and G.I Bend etc. complete withG.I pipe80 mm dia complete excluding cost of pipe for washout/ delivery main. |
| 62 | 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 |
| 63 | 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 bemeasured |
| 64 | Finishing walls with water proofing cement paint of required shade on new work (two or more coats) applied @ 3.84 Kg/10 Sqm |
| 65 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two ormore coats on new work |
| 66 | 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 |
| 67 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 68 | Providing and fixing on wall for unplastcised rigid PVC rain water pipes including jointing with seal ring 75mm dia. |
| 69 | Carriage of Sand and stone aggregate (Crushed) upto 20 mm 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 of 50 km by MT |
| 70 | Carriage ofstone aggregate (Crushed) above 40 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 50 Km by MT |
| 71 | Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm by Mechanical Transport from source (to be identified by engineer in charge) to site of road side (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 350 km by MT |
| 72 | Carriageof graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 50 km by MT |
| 73 | Carriageof graded stone agg. (Filter Media) of size 6-20mm in four layers(Nallah) including carriage by Mechanical Transport from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 50 km by MT |
| 74 | 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 ofAverage 100 km by MT |
| 75 | 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 50 km by MT |
| 76 | Carriage of Sand and stone aggregate upto 20 mm by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 500 mtr by HL. |
| 77 | Carriage of Stone aggregate above 40mm (Crushed)by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of 500 mtr by HL |
| 78 | Carriage of Sand consisting of inert and durable sand grains frees of clay, loams and orgamioc matter ofeffective size of 0.25 mm to 0.35mm with uniform coefficient of 3.0 -5.0 from Ganderbal Kashmir.and stone aggregate upto 20mm by manual means from source (to be identified by engineer in charge) to site of road side (To be identified by engineer in charge) including cost for loading and unloading.for an av. distance of 500 mtr by HL |
| 79 | Carriageof graded stone agg. (Filter Media) of size 1.0 -1.5mm, 4-6mm, 15-25mm in four layers(Nallah) including carriage by manual means from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 500 mtr HL |
| 80 | Carriageof graded stone agg. (Filter Media) of size 6-20mm in four layers(Nallah) including carriage by manual means from source (to be identified by engineer in charge) to site of work /dumping place (To be identified by engineer in charge)including cost for loading and unloading.for an av. distance of 500 mtr by HL |
| 81 | Carriage of Soling stone/ boulders by manual means from road side (to be identified by engineer in charge) to site of work including loading and unloading. for an average distance of1000 mtr by HL |
| 82 | 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 500 mtr by HL |
| 83 | Carriage ofcement by 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 500 mtr by HL |
| 84 | Carriage ofsteel by 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 500 mtr by HL |
| 85 | Provision of Electric fitting inculdingunder ground conduit pipes, wiring, steel boxes and switches for 4 No light points(internal) with holder and LED bulbs and external 4 Nos with halogen/Led lights (external grade) including Service line (Complete Job). |
| 86 | 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
Mar 24, 2023
11:30 IST
Tender Published
Tender notice published.
Completed
Mar 24, 2023
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Mar 27, 2023
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
CompletedMar 27, 2023
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 28, 2023
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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