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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 CrAccepted-Finance | ₹2.4 Cr | L1 | Accepted-Finance Accept |
| 2 | L2₹2.5 Cr+₹8.7 L (3.57%)Rejected-Finance | ₹2.5 Cr+₹8.7 L (3.57%) | L2 | Rejected-Finance High rates |
| 3 | L3₹2.5 Cr+₹11.6 L (4.78%)Rejected-Finance | ₹2.5 Cr+₹11.6 L (4.78%) | L3 | Rejected-Finance High rates |
| 4 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| 5 | Rejected-Technical | - | - | Rejected-Technical Non-Responsive |
| Sl No | Description | Qty | Unit | Jai Singh Kashyap L3 | Sukhbir Singh L2 | Moin khan L1 |
|---|---|---|---|---|---|---|
| 1.00 | Dismentling of existing structure like culverts, bridges , retaining wall and other structure comprising of masonry, cement concrete, wood work , steel work including T&P and scafffolding wherever necessary, sorting the dismantled material , disposal of unservicable material and stacking the serviceable material as directed with all lifts and leads and as per drawing and technical specification clause 202 of MoRTH complete including all leads, lifts and carriage by all mode of transportationas per the satisfaction and direction of Engineer-in-charge. | 225 | Per Cubic metre | 100 ₹22,500 | 40 ₹9,000 Lowest | 50 ₹11,250 |
| 2.00 | Earth work in excavation of foundation of structures /tranches of drain by all means including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dewatering, dressing of sides and ramming of bottoms, backfilling with approved material and disposal of surplus excavated soil as directed with all leads and lifts complete as per drawing and technical specification clause 304 of MoRTH including all leads, lifts and carriage by all mode of transportation as per the satisfaction and direction of Engineer-in-charge. | 2,314.97 | Per Cubic metre | 200 ₹4,62,994 | 120 ₹2,77,796.4 Lowest | 135 ₹3,12,520.95 |
| 3.00 | Providing and placing Plain/Reinforced Cement Concrete grade (PCC M-15) in open foundation as per drawing and technical specification using batching plant transit mixture and concrete pump as per MoRT&H data book Clause 1500,1700 & 2100 all leads, lifts and carriage by all mode of transportation complete as per direction of Engineer-in-Charge | 1,454.04 | Per Cubic metre | 4,000 ₹58,16,160 | 4,000 ₹58,16,160 | 3,750 ₹54,52,650 Lowest |
| 4.00 | Providing and placing Reinforced cement concrete (RCC M-20) in foundation /Sub-Structure including all type of formwork complete as per drawing and technical specification of MoRT&H Clause 1500,1700,2100 & 2200 including all leads, lifts and carriage by all mode of transportation complete as per direction of Engineer-in-Charge | 3,541.5 | Per Cubic metre | 4,500 ₹1,59,36,750 | 4,500 ₹1,59,36,750 | 4,400 ₹1,55,82,600 Lowest |
| 5.00 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing and technical specification Clause 2503 of MoRT&H, including all leads, lifts and carriage by all mode of transportation complete as per satisfaction and direction of the Engineer-In-Charge. | 345 | Per Cubic metre | 2,500 ₹8,62,500 | 2,300 ₹7,93,500 Lowest | 3,000 ₹10,35,000 |
| 6.00 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification Clause 1600 of MoRT&H i/c all leads & lifts and carriage by all mode of transportation complete as per direction of Engineer-in-Charge. | 25.31 | Per tonne | 83,999 ₹21,26,014.69 | 75,000 ₹18,98,250 | 66,000 ₹16,70,460 Lowest |
| 7.00 | Providing and Laying Reinforced cement concrete 300 mm dia pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per technical specification of MoRTH Clause 2900 i/c all leads, lifts and carriage by all mode of transportation complete to the entire satisfaction and direction of the Engineer-In Charge | 252 | Per Running meter | 1,000 ₹2,52,000 Lowest | 1,800 ₹4,53,600 | 1,000 ₹2,52,000 Lowest |
Tender Value
₹3.2 Cr
EMD Value
₹6.4 L
Closing Date
15 May 2026, 11:00 amClosed
SE NH Circle HPPWD Shimla
O/o SE NH Circle HPPWD Shimla
Rehabilitation of Kundlu Bridge at Km 48.818 on NH105 in State of Himachal Pradesh Protection of downstream Kundlu Bridge
2026_MoRTH_905613_1
PW/SE/NHCS/CTR(S)(NIT) Kundlu Bridge/NH-105/2025-26-70-76
Open Tender
Civil Works
Item Rate
Solan
Please refer Tender documents.
5 documents required · 5 mandatory
₹12,000
RPAO Chandigarh
₹6.4 L
O/o SE NH Circle HPPWD Shimla
22 Jul 2026
16 Apr 2026
16 May 2026
16 Apr 2026
15 May 2026
25 Apr 2026
16 Apr 2026 - 25 Apr 2026
25 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Dismentling of existing structure like culverts, bridges , retaining wall and other structure comprising of masonry, cement concrete, wood work , steel work including T&P and scafffolding wherever necessary, sorting the dismantled material , disposal of unservicable material and stacking the serviceable material as directed with all lifts and leads and as per drawing and technical specification clause 202 of MoRTH complete including all leads, lifts and carriage by all mode of transportationas per the satisfaction and direction of Engineer-in-charge. | - | Per Cubic metre | - | - |
| 2 | Earth work in excavation of foundation of structures /tranches of drain by all means including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dewatering, dressing of sides and ramming of bottoms, backfilling with approved material and disposal of surplus excavated soil as directed with all leads and lifts complete as per drawing and technical specification clause 304 of MoRTH including all leads, lifts and carriage by all mode of transportation as per the satisfaction and direction of Engineer-in-charge. | - | Per Cubic metre | - | - |
| 3 | Providing and placing Plain/Reinforced Cement Concrete grade (PCC M-15) in open foundation as per drawing and technical specification using batching plant transit mixture and concrete pump as per MoRT&H data book Clause 1500,1700 & 2100 all leads, lifts and carriage by all mode of transportation complete as per direction of Engineer-in-Charge | - | Per Cubic metre | - | - |
| 4 | Providing and placing Reinforced cement concrete (RCC M-20) in foundation /Sub-Structure including all type of formwork complete as per drawing and technical specification of MoRT&H Clause 1500,1700,2100 & 2200 including all leads, lifts and carriage by all mode of transportation complete as per direction of Engineer-in-Charge | - | Per Cubic metre | - | - |
| 5 | Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012, MORT&H Clause 2500, of required size, Mesh Type 10x12 (D=100 mm with tolerance of ±2%) Zinc coated, Mesh wire diameter 3.0 mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2 mm, supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing and technical specification Clause 2503 of MoRT&H, including all leads, lifts and carriage by all mode of transportation complete as per satisfaction and direction of the Engineer-In-Charge. | - | Per Cubic metre | - | - |
| 6 | Supplying, fitting and placing HYSD bar reinforcement in substructure complete as per drawing and technical specification Clause 1600 of MoRT&H i/c all leads & lifts and carriage by all mode of transportation complete as per direction of Engineer-in-Charge. | - | Per tonne | - | - |
| 7 | Providing and Laying Reinforced cement concrete 300 mm dia pipe NP4/prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per technical specification of MoRTH Clause 2900 i/c all leads, lifts and carriage by all mode of transportation complete to the entire satisfaction and direction of the Engineer-In Charge | - | Per Running meter | - | - |
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