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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹45.8 LAdmitted-Finance | -16.97% | ₹45.8 L | L1 | Admitted-Finance |
| 2 | L2₹47.0 LAdmitted-Finance | -14.86% | ₹47.0 L | L2 | Admitted-Finance |
| 3 | L3₹54.6 LAdmitted-Finance | -1.00% | ₹54.6 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical V P O SANGHOLE TEH JAISINGHPUR DISTT KANGRA H P | MANDI | HIMACHAL PRADESH | 175013 | - | - | - | Not Admitted-Fee/PreQual/Technical Others-Experience certificate is not as per NIT condition, self-declarations on the letter head of the bidder duly sealed and signed and GST profile sheet clearly showing the bank account number linked with their GST registration not uploaded |
Tender Value
₹55.2 L
EMD Value
₹1.1 L
Closing Date
24 Feb 2026, 6:00 pmClosed
Executive Engineer
Office of the Executive Engineer REW Samba
Please Refer as per BOQ
2026_RDPR_303716_1
150 REW Samba of 2025, Dated 18.02.2026
Open Tender
Civil Works
180 days
Samba
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,500
Executive Engineer REW Samba
₹1.1 L
25 Feb 2026
18 Feb 2026
25 Feb 2026
18 Feb 2026
24 Feb 2026
18 Feb 2026
Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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:All kinds of soil :25 meter beyond 1 m from cutting edge
Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m 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, within a lead of 50 metres: All kinds of soil :
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as10 sqm on plan including disposal of excavated earth, leadupto50meterand lift upto 1.5m, as directed by Engineer-in-Charge. All kinds of soil :
Filling available excavated earth in trenches, plinth, sides of foundations 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.
Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead upto 50 m and lift upto 1.5 m in -All kinds of soil.
Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :
Extra for every additional lift of 1.5 m or part thereof in excavation/banking excavated or stacked material :All kinds of soil :
Hand-packing stones /Dumping stone in Horizontal on level
Providing and Laying in position cement concrete of specified grade excluding the cost of centring and shuttering – All work upto plinth level 1: 5: 10: ( 1: cement 5: coarse sand : 10 graded crushed stone aggregate 40mm nominal size
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centring and shuttering. All work upto plinth level with:1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
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)
Extra for brick work with common burnt clay bricks/cement concrete bricks insuperstructure above plinth level upto floor five level
Reinforced cement concrete work in well-steining including curing but excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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.1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
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 with 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size)
Extra for use of water proofing compound in Cement concrete grade of M 20, at one kg of compound per bag of cement.
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.
Centering and shuttering including strutting, propping etc. and removal of form for: Edges of slab
Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for:Well steining
Centering and shuttering including strutting, propping etc. and removal of form for: Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc.
Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platforms.
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)
Half brick masonry with common burnt clay (non-modular) bricks of class designation 7.5 in foundations and plinth including curing in :Cement mortar 1:4 ( 1 cement : 4 coarse sand)
Providing and laying of Brick Aggregate free from debris and dust, includes procuring,transporation and laying into the anaerobic filter as per instruction of Engineer-in-charge
Providing and Applying 6 mm thk. Cement plaster in 1:3 mix for ceilings.
Providing and Applying 12 mm thk. C.plaster in 1:6 mix.
20mm Cement plaster of mix:1 : 4 ( 1 cement : 4 fine sand)
Extra for providing and mixing waterproofing compound in cement plaster for birck masonry work at one kg per bag or in the proportion recommended by the manufacturers, for cement mortar 1:4, 20mm thick cost of materials complete as per specifications.
Providing and fixing on wall face unplasticised Rigid PVC rain water (ii) Single socketed pipes. 110 mm diameter
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110 mm dia Tees
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110mm nominal dia elbow
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110mm dia end cap
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110mm nominal dia end cap
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 160mm dia pipes for support
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 110mm dia perforated pipe
Providing and fixing on wall face un-plasticized - PVC moulded fittings/accessories for un plasticized Rigid PVC rain waterpipes conforming to IS : 13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion. 160 mm dia tees
Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 120 mm nominal size
Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 80 mm nominal size
Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 20 mm nominal size
Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. 12 mm nominal size
Providing and laying of coarse aggregate size as below after washing & sieving to make it free from fines & dust. Sand / Artificial Sand / Manufactured Sand (AR)
Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. 1950mm dia
Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. 750 mm x 750 mm x 50 mm
Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Percolate channel perforated slabs (870mm x 500mm x 75mm)
Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Maintenance covers 600 mm x 600 mm x 75 mm
Supplying/Casting and fixing Precast Reinforced Cement Concrete perforated slabs (2" dia hole) of following thickness in RCC 1:2:4, using following HBGS jelly including cost of reinforcement steel in position, cost of moulding charges, casting of slab, finishing, curing and fixing in position in all floors etc., complete complying with standard specification and as directed. Perforated slabs 480 mm x 580mm x 75mm
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.
Providing and fixing precoated galvanized iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness 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 /self 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
Supplying and stacking at site graded crushed stone agg. of size 63 mm to 45 mm(shingleG(II) 150mm thick
Supplying and stacking at site graded crushed stone agg. of size 53 mm to 22.4 mm(Metal G(III) 75mm thick
Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening /binding material to fill up interstices of coarse aggregate, watering and compacting to the required density.
Supplying and stacking at site stone screening
Providing and applying tack coat using hot straight run bitumen of grade – VG-30, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications. 16.38.1 On W.B.M. @ 0.75 Kg/sqm.
2.5 cm premix carpet surfacing with 2.25cum and 1.12 cum of stone chippings of 13.2 mm and 11.2mm size respectively per 100 sqm and 52 kg and 56 kg of hot bitumen per cum of stone chippings of 13.2 mm and 11.2 mm size respectively including a tack coat with hot straight run bitumen including consolidation with road roller of 6 to 9 tonne capacity etc. complete
Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transported to site by tippers, laid over a previously prepared surface with paver finisher equipped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specifications and directions of Engineer-in-Charge. 16.63.1 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity. 16.63.1A 50 to 100 mm average compacted thickness with bitumen of grade VG-10 @ 3.5% (percentage by weight of total mix) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.
Providing and laying seal coat of premixed fine aggregate (passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG-10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface including rolling and finishing with road all complete.
Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement: 3 coarse sand) including making joints with or without grooves (thickness of the joints except at sharp curve shall not to be more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-incharge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Providing and fixing water closet squatting pan ( Indian type W.C. pan) with 100 mm sand cast Iron P or Strap,10 litre low level P.V. C. flushing cistern including flushpipe (of approved make Cera, Jaguar, Hindware) "manually controled device conforming to IS:7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required. Orissa pattern white vitreous china W.C. pan of size 580x440 mm with integral type foot rests (Cera, Jaguar, Hindware).
Providing and fixing wash basin with C. I./M.S. brackets,15mm C.P. brass pillar taps, 32 mm C.P. brass waste ofstandard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required White Vitreous China wash basin size 500x400 mm with single 15 mm C.P. brass pillar taps with elbow operated levers of approved make (Cera, Jaguar, Hindware).
Providing and fixing c.p brass bib cock of approved quality conforming to IS : 8931 15 mm nominal bore
Providing and fixing C.P. brass angle valve for basin mixer and gyser points of approved make conforming to IS : 8931 15 mm nominal bore
Providing and fixing G.I. pipes complete with G.I. fittings and clamps, including cutting and making good the walls etc. Concealed pipe including painting with anti corrosive bitumastic paint, cutting chases and making good the wall: Note:-(all Items to be paid as per actual used on site) 15 mm nominal outer dia pipes.
Providing and placing on terrace (at all floor levels) polyethylene water storage tank lSI : 12701 marked indicating the BIS License No. with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes with necessary fittings but without base support for tank [Sintex, Electroplast, Star, Lotus or equivalent having valid lSI license].
Providing and Fixing 1 mm thick M.S.Sheet door with frame of 40x40x6mm angel iron and M.S gusset plates at the junction and corners.all necessary fitting,including applying a primer coat of approved coat steel primer.
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade. Two or more coats on new work
Providing and laying Ceramic glazed floor tiles 300x300 mm (thickness to be specified by the manufacturers) of 1st quality conforming to IS: 15622 of approved make, laid on 20 mm thick bed of cement mortar 1: 4 ( 1 cement : 4 coarse sand) including pointing the joints with white cement and matching pigment etc., complete. In colour such as White, Ivory, Grey, Fume Red Brown
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer- in-Charge, in skirting, risers of steps and dados over 12 mm thick bed of cement mortar 1:3 ( 1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of approved make (Cera, Jaguar, Hindware).
Finishing walls with water proofing cement paint of required shade on New work (two or more coats applied @ 3.84 kg/10sqm)
Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and cornerpost shall be strutted on both sides and end post on one side only andprovided with horizontal lines and two diagonals interwoven withhorizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum),between the two posts fitted and fixed with G.I. staples, turn buckles etc.complete. (Cost of posts, struts, earth work and concrete work to be paidfor separately). Payment to be made per meter cost of total length ofbarbed wire used. With G.I. barbed wire
Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. 50x50x6
Carriage of sand 10KM
Carriage of Aggregate 10 km by M.T
Carriage of bricks 5 km by M.T
Carriage of stoness 2 km by M.T
Add cost of sign Board/Plate
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