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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹21.4 LAccepted-AOC | ₹21.4 L | L1 | Accepted-AOC Awarded |
| 2 | L2₹21.4 LRejected-AOC | ₹21.4 L | L2 | Rejected-AOC Not Awarded |
| Sl No | Description | Qty | Unit | PAUL CONSTRUCTION L2 | Sri Kishor Das L1 |
|---|---|---|---|---|---|
| 1.00 | 5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of lentering, shuttering, finishing and reinforcement :5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20% | 16.63 | Cum | 10,001.7 ₹1.7 L | 10,001.7 ₹1.7 L |
| 2.00 | 6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks
of class designation 7.5 in superstructure above plinth level up to floor
V level.
6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand) | 58.15 | Sqm | 1,018.05 ₹59,199.61 | 1,018.05 ₹59,199.61 |
| 3.00 | 5.22 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 | 1,484.33 | Kg | 89.65 ₹1.3 L | 89.65 ₹1.3 L |
| 4.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal
of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 24.18 | Sqm | 804.25 ₹19,446.77 | 804.25 ₹19,446.77 |
| 5.00 | 5.9 Centering and shuttering including strutting, propping etc. and removal
of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 69.3 | Sqm | 608.35 ₹42,158.66 | 608.35 ₹42,158.66 |
| 6.00 | 5.1 Providing and laying in position specified grade of reinforced cement
concrete, excluding the cost of centering, shuttering, finishing and
reinforcement - All work up to plinth level :
5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural
sources : 3 graded stone aggregate 20 mm nominal size de
rived from natural sources) | 4.96 | Cum | 8,364.2 ₹41,486.43 | 8,364.2 ₹41,486.43 |
| 7.00 | 10.14 Providing and fixing pressed steel door frames conforming to IS: 4351,
manufactured from commercial mild steel sheet of 1.60 mm thickness,
including hinges, jamb, lock jamb, bead and if required angle threshold
of mild steel angle of section 50x25 mm, or base ties of 1.60 mm,
pressed mild steel welded or rigidly fixed together by mechanical means,
including M.S. pressed butt hinges 2.5 mm thick with mortar guards,
lock strike-plate and shock absorbers as specified and applying a coat
of approved steel primer after pre-treatment of the surface as directed
by Engineer-in-charge: | 52.05 | RM | 511.4 ₹26,618.37 | 511.4 ₹26,618.37 |
| 8.00 | 11.4 52 mm thick cement concrete flooring with concrete hardener topping,
under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse
sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12
mm thick cement hardener consisting of mix 1:2 (1 cement hardener
mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening
compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's
specifications. This includes cost of cement slurry, but excluding the
cost of nosing of steps etc. complete. | 191.1 | Sqm | 855.9 ₹1.6 L | 855.9 ₹1.6 L |
| 9.00 | 9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both
faces of shutters: 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges
with necessary screws | 19.95 | Sqm | 2,015.75 ₹40,214.21 | 2,015.75 ₹40,214.21 |
| 10.00 | 9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance
±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws,
joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1
mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge
9.117.1 Extruded section profile size 48x40 mm | 0.05 | RM | 232.55 ₹11.63 | 232.55 ₹11.63 |
Tender Value
₹21.4 L
EMD Value
₹42,802
Closing Date
30 Dec 2025, 2:00 pmClosed
Director
O/o Director AH and Vety, Dpt , Chenikuthi, Ghy-3
CONSTRUCTION OF ASSAM TYPE BUILDING, ELECTRIFICATION, WATER SUPPLY, SANITARY WORKS ON THE ABOVE EXESTING DVO OFFICE BUILDING (2ND FLOOR) IN SRIBHUMI DISTRICT DIST. ASSAM, UNDER SOPD-G SCHEME
2025_AHVD_49025_1
DAV-ENGG0SOPD/2/2025-ENG-DAHV
Open Tender
Civil Works
Sribhumi
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
Yes
₹42,802
Yes
O/o Director AH and Vety, Dpt
2 Mar 2026
4 Dec 2025
30 Dec 2025
4 Dec 2025
30 Dec 2025
12 Dec 2025
11 Dec 2025
Amount
5.2 Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns,pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of lentering, shuttering, finishing and reinforcement :5.2.2A 1:1.5:3 (1 cement : 1.5 coarse sand incuding manufactured sand derived from Recycled Concrete Aggregate (RCA) upto 20% : 3 graded stone aggregate 20 mm nominal size Recycled Concrete Aggregate (RCA) upto 20%
6.13 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level. 6.13.1 Cement mortar 1:3 (1 cement :3 coarse sand)
5.22 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
5.9 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts
5.9 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers
5.1 Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)
10.14 Providing and fixing pressed steel door frames conforming to IS: 4351, manufactured from commercial mild steel sheet of 1.60 mm thickness, including hinges, jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25 mm, or base ties of 1.60 mm, pressed mild steel welded or rigidly fixed together by mechanical means, including M.S. pressed butt hinges 2.5 mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applying a coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge:
11.4 52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6 mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete.
9.21 Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) non-decorative type, core of block board construction with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters: 9.21.1 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
9.117 Providing and fixing factory made uPVC door frame made of uPVC extruded sections having an overall dimension as below (tolerance ±1mm), with wall thickness 2.0 mm (± 0.2 mm), corners of the door frame to be Jointed with galvanized brackets and stainless steel screws, joints mitred and Plastic welded. The hinge side vertical of the frames reinforced by galvanized M.S. tube of size 19 X 19 mm and 1mm (± 0.1 mm) wall thickness and 3 nos. stainless steel hinges fixed to the frame complete as per manufacturer’s specification and direction of Engineerin- charge 9.117.1 Extruded section profile size 48x40 mm
9.118 Providing and fixing to existing door frames. 9.118.1 24 mm thick factory made PVC door shutters made of styles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2 mm (± 0.2 mm) with inbuilt edging on both sides. The styles and rails mitred and joint at the corners by means of M.S. galvanised/ plastic brackets of size 75x220 mm having wall thickness 1.0 mm and stainless steel screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20 mm and 1 mm (± 0.1 mm) wall thickness. The lock rail made up of 'H' section, a uPVC hollow section of size 100x24 mm and 2 mm (± 0.2 mm) wall thickness, fixed to the shutter styles by means of plastic/galvanised M.S. 'U' cleats. The shutter frame filled with a uPVC multi-chambered single panel of size not less than 620 mm, having over all 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 6 mm galvanised M.S. rod and fastened with nuts and washers, complete as per manufacturer's specification and direction of Engineer-in-charge. (For W.C. and bathroom door shutter).
12.1 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to 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. 12.1.3 0.63 mm thick with zinc coating not less than 275 gm/ m²
12.4 Providing ridges or hips of width 60 cm overall width plain G.S. sheet fixed with polymer coated J or L hooks, bolts and nuts 8 mm dia G.I. limpet and bitumen washers complete12.4.2 0.63 mm thick with zinc coating not less than 275 gm/m²
12.45 Providing and fixing false ceiling at all height including providing and fixing of frame work made of special sections, power pressed from M.S. sheets and galvanized with zinc coating of 120 gms/sqm (both side inclusive) as per IS : 277 and consisting of angle cleats of size 25 mm wide x 1.6 mm thick with flanges of 27 mm and 37mm, at.......... 12.45.3 12.5 mm thick tapered edge gypsum moisture resistant board
10.16 Steel work 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, including welding and bolted with special shaped washers etc. complete. 10.16.1 Hot finished welded type tubes
13.5 15 mm cement plaster on rough side of single or half brick wall of mix: 13.5.1 1:4 (1 cement: 4 coarse sand)
9.48 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 primer all complete. 9.48.2 Fixed to openings /wooden frames with rawl plugs screws etc.
9.5 Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows, fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (Note:- Butt hinges and necessary screws shall be paid separately)5.2 Kiln seasoned and chemically treated hollock wood 9.5.2.1 35 mm thick shutters
13.48 Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications :13.48.3 Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/ 10 sqm over an under coat of primer applied @ 0.80 ltr/ 10 sqm of approved brand and manufacture
13.43 Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : 13.43.1 Water thinnable cement primer
13.41 Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : 13.41.1 New work (two or more coats) over and including water thinnable priming coat with cement primer
1.1.1 Wiring for light/Fan/call bell point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, with piano type switch phenolic laminated sheet, suitable size M/s box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group A
1.1.2 Wiring for light/Fan/call bell point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, with piano type switch phenolic laminated sheet, suitable size M/s box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group B
1.1.3 Wiring for light/Fan/call bell point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit, with piano type switch phenolic laminated sheet, suitable size M/s box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group C
1.3.2 Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable in surface/recessed steel conduit with modular switch, modular plate, suitable G.I. box and earthing the point with 1.5 sq. mm. FRLS PVC insulated copper conductor single core cable etc. as required. Group B
1.6 Wiring for light/power plug with 4x4 sq. mm. FRLS PVC insulated copper conductor single core cable in surface recessed steel conduit alongwith 2 nos. 4 sq. mm. FRLS PVC insulated copper conductor single core cable for loop earthing
1.7.1 Wiring for circuit wiring alongwith earth wire with the following size of LRLS PVC insulated copper conductor single core cable in surface/ Recessed steel conduit as required. 2 X 1.5 sq. mm + 1 X 1.5 sq. mm earth wire
1.7.4 Wiring for circuit wiring alongwith earth wire with the following size of LRLS PVC insulated copper conductor single core cable in surface/ Recessed steel conduit as required 2x6 sq.mm. + 1x6 sq. mm. earth wire
1.23.3 Supplying and fixing following piano type switch/socket and the existing switch box/cover including connection etc. as required. 15/16A switch
1.33 Supplying and fixing 3 pin, 5 A ceiling rose on the existing junction box/wooden block including connection etc. as required.
1.38 Supplying and fixing call bell/buzzer suitable for single phase 230 V complete as required -
1.45 Installation testing and commissioning of ceiling fan including wiring the down rods of standard length with 1.5 sq. mm FRLS PVC insulated copper conductor single core cable including providing and fixing as required.
27.1.2 Prem. Model 1200 mm sweep orient 1200mm sweep SS-390 Deco (PWD schedule)
Fan Hook (Market Price 273.00)
PAUL CONSTRUCTION (BID ID -290161)
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