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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance SCF 44 MODEL TOWN NARWANA 126116 | JIND | HARYANA | 126116 | ₹1.6 Cr | L1 | Admitted-Finance |
| Sl No | Description | Qty | Unit | TEJWANT RAI GOVT CONTRACTOR L1 |
|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. as per HSR 4.12.1 | 580.96 | cum | 50 ₹29,048 Lowest |
| 2.00 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works upto Plinth Level. M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum). (HSR item No. 6.22.2.2) | 110.95 | Cum | 3,500 ₹3,88,325 Lowest |
| 3.00 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).All works up to plinth level. (HSR item No. 6.25.1) | 672.96 | Cum | 4,500 ₹30,28,320 Lowest |
| 4.00 | Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect 6.33 below plinth level or 6.34 above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 or 6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR item No. 6.33.6) | 57,202.04 | Kg | 80 ₹45,76,163.2 Lowest |
| 5.00 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works above plinth and up to floor IV level : M-1 O grade plain cement concrete (cement content considered @ 220 kg/cum) (HSR item No. 6.22.2.3) | 44.97 | Sqm | 3,500 ₹1,57,395 Lowest |
| 6.00 | Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR item No. 10.77) | 450.04 | Sqm | 500 ₹2,25,020 Lowest |
| 7.00 | Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (HSR item No. 13.41) | 13,279.32 | Kg | 480 ₹63,74,073.6 Lowest |
| 8.00 | Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR item No. 13.2) | 175.5 | Kg | 95 ₹16,672.5 Lowest |
| 9.00 | Design mix cement concrete of grade M-15 with minimum cement contents 240Kg/cum, 75mm thick in side slope including 10mm thick cement plaster 1:5 with concrete paver, concrete thickness of lining as per IS 3873:1993 (Derived) | 1,301.34 | Sqm | 370 ₹4,81,495.8 Lowest |
| 10.00 | Design mix cement concrete of grade M-15 with minimum cement contents 240Kg/cum, 75mm thick in bed slope including 10mm thick cement plaster 1:5 with concrete paver, concrete thickness of lining as per IS 3873:1993 (Derived) | 2,211.02 | Sqm | 370 ₹8,18,077.4 Lowest |
Tender Value
₹1.5 Cr
EMD Value
₹3 L
Closing Date
29 Dec 2021, 5:00 pmClosed
XEN, Tohana WS Division
Canal Colony Tohana-125120
Construction of stair/ghats between bridge RD 6440 (Hisar-Patiala Road) to bridge RD 7860 (Railway Road Tohana) of Fatehabad Disty (Slice No.II) (Re-Tender)
2021_HRY_199987_2
12/2021
Open Tender
Civil Works
Item-rate/Agreement basic
365 days
Tohana
Please refer Tender documents.
4 documents required · 4 mandatory
₹15,000
₹3 L
Yes
18 Jan 2022
21 Dec 2021
31 Dec 2021
21 Dec 2021
29 Dec 2021
21 Dec 2021
Amount
Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by Engineer-in-charge. as per HSR 4.12.1
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works upto Plinth Level. M-15 grade plain cement concrete. (cement content considered @ 240 kg/cum). (HSR item No. 6.22.2.2)
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. (Note :- Cement content considered in this item is @ 330 kg/cum. Less cement used as per design mix is recoverable. However no extra payment shall be made if excess cement is used as per design mix).All works up to plinth level. (HSR item No. 6.25.1)
Steel reinforcement for R.C.C. work, where not included in the complete rate of RCC, including straightening, cutting, bending, placing in position, binding, wastage, overlaps, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire etc. complete in all respect 6.33 below plinth level or 6.34 above plinth level Note:- Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work , excluding overlaps. Wastage, overlaps, couplings, welded joints, spacer bars, chairs, stays, hangers and annealed steel wire or other methods of binding & placing shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. 6.33.6 or 6.34.6 Thermo-Mechanically Treated bars of grade Fe-500D or more. (HSR item No. 6.33.6)
Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS: 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. All works above plinth and up to floor IV level : M-1 O grade plain cement concrete (cement content considered @ 220 kg/cum) (HSR item No. 6.22.2.3)
Providing and laying 80mm thick factory made cement concrete inter1ocking paver block of M -35 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over (BIS 15658:2006) and including 60mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge. (HSR item No. 10.77)
Providing and fixing stainless steel ( Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners , stainless steel bolts etc., of required size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.). (HSR item No. 13.41)
Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge. (HSR item No. 13.2)
Design mix cement concrete of grade M-15 with minimum cement contents 240Kg/cum, 75mm thick in side slope including 10mm thick cement plaster 1:5 with concrete paver, concrete thickness of lining as per IS 3873:1993 (Derived)
Design mix cement concrete of grade M-15 with minimum cement contents 240Kg/cum, 75mm thick in bed slope including 10mm thick cement plaster 1:5 with concrete paver, concrete thickness of lining as per IS 3873:1993 (Derived)
Providing and fixing in position 25 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement up to 25 mm, covered with sealant complete as per drawing and MoRT&H specifications (HSR item No. 27.51.3 (Derived)
Extra allowance for form work in concrete lining (Coping) (HSR item No. 14.16.1)
Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
Credit of dismantling brick work material
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