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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.3 LAdmitted-Finance | ₹9.3 L | L1 | Admitted-Finance |
| 2 | L2₹9.5 L+₹19,349.60 (2.09%)Admitted-Finance | ₹9.5 L+₹19,349.60 (2.09%) | L2 | Admitted-Finance |
| 3 | L3₹10.7 L+₹1.4 L (15.6%)Admitted-Finance | ₹10.7 L+₹1.4 L (15.6%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | AKBER M K L1 | ABDUL SATHAR T T L2 | ABDUL SATHAR CN L3 |
|---|---|---|---|---|---|---|
| 1.00 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. | 100 | Sqm | 100 ₹10,000 | 10 ₹1,000 | 7 ₹700 Lowest |
| 2.00 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge: | 4.06 | Cum | 400 ₹1,624 | 1,450 ₹5,887 | 250 ₹1,015 Lowest |
| 3.00 | Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. | 5.02 | Cum | 600 ₹3,012 | 1,450 ₹7,279 | 300 ₹1,506 Lowest |
| 4.00 | Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Up to 1.50 metre (pie x0.7x0.7xh) | 2.31 | Cum | 500 ₹1,155 Lowest | 1,450 ₹3,349.5 | 600 ₹1,386 |
| 5.00 | Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.Up to 1.50 metre to 3 metres (pie x0.7x0.7xh) | 2.31 | Cum | 400 ₹924 Lowest | 2,000 ₹4,620 | 650 ₹1,501.5 |
| 6.00 | Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Up to 3.00 metre to 4.50 metres (pie x0.7x0.7xh) | 2.31 | Cum | 500 ₹1,155 Lowest | 1,500 ₹3,465 | 800 ₹1,848 |
| 7.00 | Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.Up to 4.50 metre to 6.00 metres (pie x0.7x0.7xh) | 2.31 | Cum | 450 ₹1,039.5 Lowest | 1,500 ₹3,465 | 950 ₹2,194.5 |
| 8.00 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead up to 50 mtr and lift up to 1.5 & metres. Filling in plinth with sand under floor | 3.55 | Cum | 1,200 ₹4,260 | 1,500 ₹5,325 | 250 ₹887.5 Lowest |
| 9.00 | Providing and laying cement concrete 1:4:8 ( 1 cement: 4 river sand: 8 granite chips ) foundation and plinth. | 2.86 | Cum | 11,000 ₹31,460 | 2,500 ₹7,150 Lowest | 14,500 ₹41,470 |
| 10.00 | Providing and laying cement concrete 1:5:10 (1 cement: 3 M. sand:6 granite chips) foundation and plinth. | 0.01 | Cum | 40,000 ₹400 | 7,000 ₹70 Lowest | 13,500 ₹135 |
Tender Value
₹9.5 L
EMD Value
₹18,922
Closing Date
18 Aug 2025, 3:00 pmClosed
Executive Engineer, LPWD Kavaratti
Executive Engineer, LPWD Kavaratti
Construction of Segregation Shed with Material Recovery Facility Centre for Plastic Waste Management with One No 1.2 Metre Open Well and Toilet at Kalpeni (Re Tender-II
2025_UTL_2992_3
NIT No. 09/NIT/EE Kvt/2025-26
Open Tender
Civil Works
Item Rate
30 days
Kalpeni
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹18,922
1 Sept 2025
5 Aug 2025
18 Aug 2025
5 Aug 2025
18 Aug 2025
5 Aug 2025
Amount
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.
Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Up to 1.50 metre (pie x0.7x0.7xh)
Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.Up to 1.50 metre to 3 metres (pie x0.7x0.7xh)
Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m. Up to 3.00 metre to 4.50 metres (pie x0.7x0.7xh)
Earth work excavation in foundation trenches or drains not exceeding 1.5m in width or 10 sq.m on plan including dressing of sides and ramming of bottoms, lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.Up to 4.50 metre to 6.00 metres (pie x0.7x0.7xh)
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc layers not exceeding 20cm in depth consolidating each deposited layers by ramming and watering lead up to 50 mtr and lift up to 1.5 & metres. Filling in plinth with sand under floor
Providing and laying cement concrete 1:4:8 ( 1 cement: 4 river sand: 8 granite chips ) foundation and plinth.
Providing and laying cement concrete 1:5:10 (1 cement: 3 M. sand:6 granite chips) foundation and plinth.
Providing and laying Cement concrete block (machine moulded) masonry in in Foundation and plinth in CM 1:6 with blocks of size 40cmx20cmx15cm
Cement concrete block (machine moulded) masonry in Superstructure above plinth level in CM1:6with blocks of size 40cmx20cmx15cm.
Providing and laying Half block masonry in super structure above plinth level upto floor five level cement mortar 1:4 ( 1 cement 4 Metal sand ) Cement concrete block of size 40cmx10cmx15cm
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).
Reinforced cement concrete work in well stening excluding the cost of centring, shuttering, finishing and reinforcement with 1:2:4 (1 cement 2 M sand 4 graded stone aggregate 20mm nominal size)
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting propping etc. ad removal of form work for well sterning
Cold twisted steel reinforcemnt for R.C.C. work including bending, binding and placing in position complete
6mm thick cement plaster with Cement mortar 1:3 (1 cement: 3 plastering sand)
12 mm cement plaster of mix : 1:4 (1 cement: 4 fine sand)
12mm cement plaster 1:6 (1 cement 6 M sand) Out side
15mm cement plaster 1:6 ( 1 cement 6 coarse river sand) on the rough side of single or half brick wall (Inside)
Finishing wall with water proofing cement paint of approved brand and manufacture of required shade on new work (two or more coats) to give an even shade
Providing and fixing hand rail of approved size by welding etc. to steel ladder rail-ing, balcony railing and staircase railing including applying a priming coat of approved steel primer G.I.Pipe
Steel work in built up tubular trusses including cutting, hoisting fixing in position and applying a priming coat of approved steel primer, welded and bolted including special shaped washers etc. complete. Hot finished welded type tubes
Providing Aluminium sheet roofing fixed with galvnized iron Jor L hooks and 8mm dia C.I plain bitumen washers complete excluding the cost of purlins, rafters and trusses corrugated sheet 0.56mm thick.
Cement concrete flooring 1:2:4 ( 1 cement, 2 metal sand,4 granite chips ) finished with floating coat of neat cement ,including cement slurry ,but excluding the cost of noising of steps etc.complete a) 40mm thick with 20 mm nominal size stone aggregate
Providing ridges or hips in Aluminium sheet roofing with G.I /J or L hooks bolts and nuts 8 mm dia G.I plain bitumen washers complete. 0.56mm thick.
Providing and fixing M.S welded mesh 50mmx50mm in position and applying a priming coat of approved steel primer with all necessary nails
Providing and fixing to existing door frames 24 mm thick factory made PVC door shutters made of style and rails of UPVC hollow section of size 59 X 24 mm and wall thickness 2 mm +/- .2 mm with in built edging on both sides the styles and rails mitres and joined at the corners by means of MS galvanized / plastic brackets of size 75 X 220 mm having wall thickness 1.0 mm and stainless steel screws the styles of the shutter reinforced by inserting galvanized MS tube of size 20X20 mm and 1 mm / -.1 mm wall thickness. The lock rail made up of H section, a UPVC hollow section of size 100 X 24 mm and 2 mm +/- .2 mm wall thickness fixed to the shutter styles by means of plastic /galvanized M.S.U cleats. The shutter framed filled with a UPC multi chambered single panel of size not less than 620 mm. Having overall thickness of 20 mm and 1 mm +/- 0.1 mm wall thickness the panels filled vertically and tie bar at two places by inserting horizontally 6mm glavanized MS rod and fastened with nuts and washers complete as per manufacture.
Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos. of 150mm long brackets of15x15mm M.S square tube, the vertical door profiles to be reinforced with 19x19mm M.S square tube of 19 guage, EDPM rubber gasket weather seal to be proveded through out the frame. The door frame to be fixed to the wall using M.S.screws of 65/100mm size complete as per manufacturers specification and direction of Engineer- in-charge.
Structural steelwork riveted, bolted or welded inbuilt up sections, trusses and framed work, including cutting,hoisting, fixing in position and applying a priming coat of approved steel primer all complete:
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated J or L hooks,bolts and nuts 8m diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filledwith white lead and including a coat of approved steel primer and two coats of approved paint on over lapping of sheets complete upto any pitch in horizontal/vertical or curved surfaces) excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required. 0.63 mm thick with zinc coating not less than 275gm/sqm
Providing and fixing ceramic Anti skid floor tiles of size 300x300mm (thickness to be specified by the manufacture) of first quality confirming to IS:15622 of approved make,in colours such as white, ivory, Grey, Fume red brown, laid on 20mm thick cement mortar 1:4 (1cement , 4 metal sand) and joining with white cemnt and matching pigment etc.. complete. (Matt/Smooth finish) Khajariya/Johnson/Bell.
Providng and fixing 1st quality ceramic glazed wall tiles confirming to IS:15622 (thicknss to be specified by the manufacture) of approved make, in all colours ,shades except burgunday, bottle green, black of any size as approved by engineer-in-charge in skirting ,risers of steps and dado over 12mm thick cement mortar 1:3 (1 cement , 3 metal sand) and joining with grey cement slurry@ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete. (Matt/Smooth finish) Khajariya/Johnson/Bell
Providing and fixing nominal guage PVC Pipe of approved quality compleate with special flang compression type fittings including trenching and r filling etc. Internal work 25 mm nominal bore ( 6 kg/sqcms)
Providing and fixing nominal guage PVC Pipe of approved quality compleate with special flang compression type fittings including trenching and re filling etc. External work 32 mm nominal bore
Providing and fixin gPTMT bib cock of approved quality and colour 15mm nominal bore.
Providing and fixing brass stop cock of approved quality and manufacture complete. 15 mm nominal bore
Providing and fixing ball valve (PVC) of approved quality and manufacture complete. 25 mm nominal bore
Providing and fixing CP brass health faucet of approved quality and manufacture complete.
Providing and fixing on wall face PVC soil waste and vent Pipe 75mm dia pipes
Providing, laying and jointing PVC pipes grade 'A' with stiff mixture of 1:3 (1 cement 3 M. sand ) including testing of joints etc.complete. 110 mm diameter
Providing and fixing nominal guage PVC Pipe of approved quality complete with special flang compression type fittings including trenching and re filling etc. External work, 110mm nominal bore.
Providing and placing on terrace ( at floor level ) polythene water storage syntex tank ISI : 12701 marked,with cover and suitable locking arrangement and making necessary holes for inlet ,outlet and over flow pipe but without fittings and the base suppo
Providing and fixing white vitrous China water closet Pedestal pan (European) type WC pans with white plastic seat and lid and rubber buffers, 15 white vitrous China low level flushing system of approved make with fittings and brackets 40mm flush bend, 20mm over flow pipe with complete including cutting and making good the walls and floors where required. White EWC with plastic seat and lid
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fittings arrangements weighing not less than 106gms.
Supply and installation of PVC Septic tank (5 to 6 user capacity) at suitable location/site/building premises on any soil conditions as per the direction of Engineer in charge.
ABDUL SATHAR T T (BID ID -11078)
ABDUL SATHAR CN (BID ID -11093)
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