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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 LAdmitted-Finance | ₹4.2 L | L1 | Admitted-Finance |
| 2 | L2₹4.6 L+₹42,411.54 (10.1%)Admitted-Finance | ₹4.6 L+₹42,411.54 (10.1%) | L2 | Admitted-Finance |
| 3 | L3₹4.7 L+₹51,303.54 (12.2%)Admitted-Finance | ₹4.7 L+₹51,303.54 (12.2%) | L3 | Admitted-Finance |
| 4 | L4₹4.7 L+₹51,437.74 (12.2%)Admitted-Finance | ₹4.7 L+₹51,437.74 (12.2%) | L4 | Admitted-Finance |
| 5 | L5₹4.9 L+₹68,394.04 (16.2%)Admitted-Finance | ₹4.9 L+₹68,394.04 (16.2%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | KULDEEP SINGH L6 | BISHAN SINGH PANWAR L3 | ABHISHEK SHARMA L2 | CHANDU LAL L5 | M/S Anush Construction Company L4 | VINOD KUMAR DHIMAN L7 | Kumaon Associates L1 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. | ||||||||||
| 1.01 | Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.04 | One Cubic Metre | 1,500 ₹60 | 1,800 ₹72 | 2,000 ₹80 | 1,950 ₹78 | 1,350 ₹54 Lowest | 2,000 ₹80 | 2,500 ₹100 |
| 2.00Providing 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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : | ||||||||||
| 2.01 | 1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 0.7 | One Cubic Metre | 9,000 ₹6,300 | 7,500 ₹5,250 | 7,000 ₹4,900 Lowest | 7,950 ₹5,565 | 7,500 ₹5,250 | 8,000 ₹5,600 | 9,001 ₹6,300.7 |
| 3.00Centering and shuttering including strutting, propping etc. and removal of form work for : | ||||||||||
| 3.01 | Columns, piers, abutments, pillars, posts and struts. | 8.2 | One Square Metre | 650 ₹5,330 | 700 ₹5,740 | 690 ₹5,658 | 790 ₹6,478 | 400 ₹3,280 Lowest | 600 ₹4,920 | 800 ₹6,560 |
| 4.00 | 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 sizederived from natural sources). | 0.04 | One Cubic Metre | 9,000 ₹360 | 9,000 ₹360 | 8,000 ₹320 Lowest | 10,700 ₹428 | 9,800 ₹392 | 9,000 ₹360 | 10,719 ₹428.76 |
| 5.00Centering and shuttering including strutting, propping etc. and removal of form for : | ||||||||||
| 5.01Edges of slabs and breaks in floors and walls | ||||||||||
| 5.02 | Under 20 cm wide | 2.4 | One Running Metre | 400 ₹960 | 150 ₹360 Lowest | 190 ₹456 | 200 ₹480 | 430 ₹1,032 | 150 ₹360 Lowest | 185 ₹444 |
Tender Value
₹5.4 L
EMD Value
₹10,730
Closing Date
18 Sept 2025, 6:00 pmClosed
Executive Engineer
Executive Engineer(C) BSNL Civil Division, T.E. Building Compound, Luxmi Road, Dalanwala, Dehradun
Provision of PreCoated GI Sheet Shed on the Roof of SNOC to Prevent water Seepage Problem in Microwave and Co Axial Building at TE Compound Cross Road Dehradun
2025_BSNL_248346_1
29/EE(C)/BSNL/CD/DDN/2025-26
Open Tender
Civil Works
Item Rate
20 days
Dehradun
Please refer tender documents
10 documents required · 10 mandatory
₹590
Yes
of AO (Cash), BSNL, O/o The GMTD Dehradun
₹10,730
Yes
Dehradun
22 Sept 2025
11 Sept 2025
20 Sept 2025
11 Sept 2025
18 Sept 2025
11 Sept 2025
16 Sept 2025
Amount
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
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, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing :
1:2:4 (1 Cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form work for :
Columns, piers, abutments, pillars, posts and struts.
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 sizederived from natural sources).
Centering and shuttering including strutting, propping etc. and removal of form for :
Edges of slabs and breaks in floors and walls
Under 20 cm wide
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
Thermo-Mechanically Treated bars of grade Fe-500D or more.
Structural steel work riveted, bolted or welded in built up Tubular (round,square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.
Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design :
In 75x75 mm deep chase
Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.
(i)Single socketed pipes.
110 mm diameter
Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
110 mm bend
Shoe (Plain)
110 mm Shoe
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /seIf tapping screws of size (5.5x 55 mm) with EPDM seal, 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.
Providing and fixing precoated galvanised steel sheet roofing accessories of total coated thickness 0.50 mm (base metal of minimum 0.45 mm thickness with total coating thickness of 0.05 mm) with Zinc coating 120 gram per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete :
Gutter (600 mm over all girth)
Neat cement punning
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq.meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground, all complete as per direction of Engineer-in-harge.
With cement mortar 1:4 (1cement: 4 coarse sand).
ABHISHEK SHARMA (BID ID -901695)
BISHAN SINGH PANWAR (BID ID -901655)
M/S Anush Construction Company (BID ID -901676)
CHANDU LAL (BID ID -902111)
KULDEEP SINGH (BID ID -902804)
VINOD KUMAR DHIMAN (BID ID -901720)
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