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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹92,363.67 (0.72%)Admitted-Finance | ₹1.3 Cr+₹92,363.67 (0.72%) | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | VIJAY KAPOOR CONSTRUCTIONS L1 | M/S NDN Constructions L2 |
|---|---|---|---|---|---|
| 1.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MORTH specification clause No. 304 as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 2,504.13 | Per cubic metre | 285 ₹7,13,677.05 | 225 ₹5,63,429.25 Lowest |
| 2.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MORTH specification clause No. 304 as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 93.61 | Per cubic metre | 290 ₹27,146.9 | 225 ₹21,062.25 Lowest |
| 3.00 | Plain cement concrete 1:3:6 ( one cement : three sand : six graded crushed stone aggregate ) nominal mix in foundation and sub structures with crushed stone aggregate 40 mm( forty millimetre ) nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 ( fourteen ) days as per MORTH technical specification / HPPWD specification and as per direction of Engineer in charge within all leads , lifts and carriage of materials and other incidentals. | 859.6 | Per Cubic metre | 6,970 ₹59,91,412 Lowest | 7,000 ₹60,17,200 |
| 4.00 | Providing and Laying reinforced cement concrete of design mix M20 in super structure upto all height / width as per drawings and technical specifactions and as per direction by the Engineer-in-charge with in all leads lifts and carriage of materials and other incidentals. | 43.41 | per Cubic metre | 8,300 ₹3,60,303 Lowest | 8,500 ₹3,68,985 |
| 5.00 | Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 (P.C.C nominal mix 1:5:10 ( one cement : five sand : ten graded crushed stone aggregate ) (40 mm ( forty millimetre aggregates) as per direction by the Engineer-in-charge with in all leads lifts and carriage of materials and other incidentals. | 233.53 | per Cubic metre | 5,500 ₹12,84,415 Lowest | 5,500 ₹12,84,415 Lowest |
| 6.00 | Coursed Rubble Stone masonry (2nd sort) work in cement mortar 1:3 ( one cement : three sand ) in foundation and sub strucutres including staging and treatment of joints complete as per drawing and Technical specification MORTH clause under Section 1400 and as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 280.13 | Per Cubic metre | 8,100 ₹22,69,053 Lowest | 8,300 ₹23,25,079 |
| 7.00 | Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 4.6 | Per Tonne | 98,000 ₹4,50,800 | 97,000 ₹4,46,200 Lowest |
| 8.00 | Furnishing and placing structural steel for super-structure complete as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 30.97 | Per Tonne | 31,547 ₹9,77,136.78 Lowest | 36,000 ₹11,15,064 |
| 9.00 | WIRE ROPES & ACCESSORIES SUSPENSION BRIDGES hoisting and streching to specified profile wire rope for suspension bridges. as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 63.75 | Per Quintal | 1,590 ₹1,01,362.5 Lowest | 2,000 ₹1,27,500 |
| 10.00 | Fixing in position steel accessories like clamps ,suspenders,rope grips,U-Bolts ancherage bolts with pulleys etc.alongwith fixrures for a suspension bridges. as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals. | 54.9 | Per Quintal | 1,168 ₹64,123.2 Lowest | 1,170 ₹64,233 |
Tender Value
₹1.2 Cr
EMD Value
₹2.5 L
Closing Date
18 Nov 2021, 10:30 amClosed
Executive Engineer
O/O Executive Engineer, Sunder Nagar Division, HPPWD Sundernagar.
SH C/o suspension bridge with approaches.
2021_PWD_53420_1
PW-SNR-CB-E-Tender/20-8782-92 dt. 06.11.2021
Open Tender
Civil Works - Bridges
Item Rate
365 days
Sundernagar
As per bid document
14 documents required · 14 mandatory
₹5,000
EE Sundernagar
₹2.5 L
24 Nov 2021
11 Nov 2021
18 Nov 2021
11 Nov 2021
18 Nov 2021
11 Nov 2021
Amount
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MORTH specification clause No. 304 as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work as per MORTH specification clause No. 304 as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Plain cement concrete 1:3:6 ( one cement : three sand : six graded crushed stone aggregate ) nominal mix in foundation and sub structures with crushed stone aggregate 40 mm( forty millimetre ) nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 ( fourteen ) days as per MORTH technical specification / HPPWD specification and as per direction of Engineer in charge within all leads , lifts and carriage of materials and other incidentals.
Providing and Laying reinforced cement concrete of design mix M20 in super structure upto all height / width as per drawings and technical specifactions and as per direction by the Engineer-in-charge with in all leads lifts and carriage of materials and other incidentals.
Providing and Laying concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clauses 802, 803, 1202 and 1203 (P.C.C nominal mix 1:5:10 ( one cement : five sand : ten graded crushed stone aggregate ) (40 mm ( forty millimetre aggregates) as per direction by the Engineer-in-charge with in all leads lifts and carriage of materials and other incidentals.
Coursed Rubble Stone masonry (2nd sort) work in cement mortar 1:3 ( one cement : three sand ) in foundation and sub strucutres including staging and treatment of joints complete as per drawing and Technical specification MORTH clause under Section 1400 and as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Supplying , fitting and placing HYSD bar reinforcement in super structure complete as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Furnishing and placing structural steel for super-structure complete as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
WIRE ROPES & ACCESSORIES SUSPENSION BRIDGES hoisting and streching to specified profile wire rope for suspension bridges. as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Fixing in position steel accessories like clamps ,suspenders,rope grips,U-Bolts ancherage bolts with pulleys etc.alongwith fixrures for a suspension bridges. as per drawing and technical specification as per direction and entire satisfaction as per directed by the Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Fixing in position cast steel structures fixtures like saddles ,rocker and roller beading along with rollers,grease box and other fixtures.as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Providing and fixing G.I Pipe railing 32 mm ( thirty two millimetre ) dia as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Back filling with granular materials behind abutment, wing wall and return wall complete as per drawing and Technical Specification MORTH/ clause 710.4 of IRC 78 and as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm (one hundred millimetre ) dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications MORTH clause 2706 and as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 710.1.4 of IRC 78 / and 2504.2.2 MoRTH specifications to a thickness of not less than 600 mm ( six hundred millimetre ) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification and as per direction of Engineer –in Charge within all leads , lifts and carriage of materials and other incidentals.
M/S NDN Constructions
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