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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.2 LAdmitted-Finance HARYANA | PANIPAT | HARYANA | 132101 | ₹58.2 L | L1 | Admitted-Finance |
| 2 | L2₹65.0 LAdmitted-Finance | ₹65.0 L | L2 | Admitted-Finance |
| 3 | L3₹66.5 LAdmitted-Finance | ₹66.5 L | L3 | Admitted-Finance |
| 4 | Rejected-Technical | - | - | Rejected-Technical Invalid |
| 5 | Rejected-Technical | - | - | Rejected-Technical Invalid |
| Sl No | Description | Qty | Unit | Dixit Enterprises L2 | U K ENTERPRISE L3 | SINGH AND COMPANY L1 |
|---|---|---|---|---|---|---|
| 1.00SCHEDULE ‘A’ PART-I (SCHEDULE OF ITEMS) | ||||||
| 1.01 | 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: | 312.5 | Sqm | 87,500 ₹87,500 | 78,125 ₹78,125 | 78,125 ₹78,125 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m | 693.25 | Cum | 5,85,796.25 ₹5.9 L | 3,46,625 ₹3.5 L | 5,19,937.5 ₹5.2 L |
| 1.03 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) | 14 | Cum | 1,24,600 ₹1.2 L | 1,12,000 ₹1.1 L | 1,19,000 ₹1.2 L |
| 1.04 | 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 :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) | 85.21 | Cum | 12,09,982 ₹12.1 L | 13,63,360 ₹13.6 L | 7,24,285 ₹7.2 L |
| 1.05 | 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 | 66 | Cum | 9,43,800 ₹9.4 L | 10,56,000 ₹10.6 L | 9,24,000 ₹9.2 L |
| 1.06 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 160.27 | Sqm | 1,19,401.15 ₹1.2 L | 2,56,432 ₹2.6 L | 1,05,778.2 ₹1.1 L |
| 1.07 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 240 | Sqm | 1,96,800 ₹2.0 L | 3,84,000 ₹3.8 L | 2,88,000 ₹2.9 L |
| 1.08 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and
cantilevers | 146.07 | Sqm | 1,36,575.45 ₹1.4 L | 2,33,712 ₹2.3 L | 1,31,463 ₹1.3 L |
| 1.09 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access
platform | 141 | Sqm | 1,32,540 ₹1.3 L | 2,25,600 ₹2.3 L | 1,26,900 ₹1.3 L |
Tender Value
Refer Docs
EMD Value
₹1.2 L
Closing Date
27 Sept 2025, 10:30 amClosed
Commandant ARC and MC
Assam Rifles Constr and Maint Coy
Provision of 27M Short firing range with 1 x butt and 1 x shed for ARC and MC, DGSE, ARASU, Laitkor
2025_ARMHA_875362_1
ENG/III-235/2025-26/04 Dated 30 Aug 2025
Open Tender
Civil Works
365 days
Laitkor
As per tender documents
2 documents required · 2 mandatory
₹1,500
Commandant ARC and MC
₹1.2 L
19 Dec 2025
30 Aug 2025
29 Sept 2025
30 Aug 2025
27 Sept 2025
30 Aug 2025
30 Aug 2025 - 27 Sept 2025
SCHEDULE ‘A’ PART-I (SCHEDULE OF ITEMS)
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 in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
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 :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)
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
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 Columns, Pillars, Piers, Abutments, Posts and Struts
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. and removal of form for Suspended floors, roofs, landings, balconies and access platform
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo-Mechanically Treated bars of grade Fe-500D or more
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.
Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement Mortar 1:6 (1 cement : 6 coarse sand
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
15 mm cement plaster on the rough side of single or half brick wall of mix 1:6 (1 cement: 6 fine sand)
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade: New work (Two or more coats applied @ 1.43 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)
Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade : New work (two or more coats) over and including water thinnable priming coat with cement primer
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :With ready mixed pink or Grey primer of approved brand and manufacture on wood work (hard and soft wood) Two or more coats on new work
Providing and fixing M.S. Tubular frames for doors, windows, ventilators and cupboard with rectangular/ L-Type sections, made of 1.60 mm thick M.S. Sheet, joints mitred, welded and grinded finish, with profiles of required size, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer.
Providing and fixing bright finished brass tower bolts (barrel type) with necessary screws etc. complete :200x10 mm
Providing and fixing bright finished brass handles with screws etc. complete: 125 mm
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete 250x16 mm
Supplying, Laying, spreading and compacting stone aggregate of specified sizes 63 mm to 45 mm size stone aggregate 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
Providing And Laying in Position cement concrete of specified grade excluding the cost of centering and shuttering. All work up to plinth level 1:4:8 (1 cement : 4 Coarse sand 8: grade stone aggregate 40 mm nominal size derived from natural sources)
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone - III) : 6 graded stone aggregate 20 mm nominal size) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
E&M Supplying and fixing of light class G.I. pipe of 50 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required
Supplying and fixing of light class G.I. pipe of 80 mm dia. (nominal) 3 metres length along the pole for protection of under ground cable as required
Supply and fix steel tubular swaged poles type 410 SP-31 (9 meter long) complete with CI base plate and finial including excavation, PCC foundation with 1:4:8, RFR, Removing of soil and coping 1:2:4 complete all as specified and directed by Engr-in-Charge.
Supply & fix Bus bar Panel, Size:0.8x0.4x0.4 Mtr, Kisok outdoor type, CPRI type tested, LT 440 Volts, 50 Hz , 3 Phase 4 wire supply , floor mounted factory fabricated weather and vermin proof protection class IP 54 made out of 3.14 mm thick MS Sheet CRCA on angle iron 30X30X4mm frame of size suitable to incorporate following accessories with both side opening doors, locking arrangement powder coated internally and externally, shall have channel base of appropriate size and mounted on PCC foundation of size as required or approved by manufacturers in PCC 1:3:6 type C-2 , using 40 mm graded crushed stone aggregate as recommended by manufacturer or directed by the Engr -in - charge including earth work complete comprising of Bus bar chamber comprising 4 Nos Aluminium strip bus bars PVC insulated made of aluminium strip of size suitable for 250A current & 4 ways. PVC sheathed with colour coding incl 200 Amps 4 Pole MCCB and all as specified and directed by Engr-In-Charge.
Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.
Repair and replacement of Street light 100Watts white/warm White as per site requirement
Supply and replacement of unserviceable JETA LEGANZA Energy saving, environmental friendly, long life, exclusive innovative die-cast aluminium IP66 flood light, suitable for highlighting architectural facade and general purpose lighting LED Flood Lights 200 watts (White,WW & Green Colour).
Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1KV grade of following size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. Upto 35 S qmm
Above 35 Sqmm and upto 95 Sqmm
Supply only of LT UG Cable PVC Shethed XLPE Cable 25 Sqmm 4 Core
Supply only of LT UG Cable PVC Shethed XLPE Cable 70 Sqmm 3.5 Core
Dixit Enterprises (BID ID -3289321)
U K ENTERPRISE (BID ID -3289665)
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