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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹25.9 LAccepted-Finance | ₹25.9 L | 1 | Accepted-Finance Accepted |
| 2 | 2₹29.7 LAccepted-Finance | ₹29.7 L | 2 | Accepted-Finance Accepted |
| 3 | 3₹29.9 LAccepted-Finance | ₹29.9 L | 3 | Accepted-Finance Accepted |
| 4 | 4₹30.1 LAccepted-Finance | ₹30.1 L | 4 | Accepted-Finance Accepted |
| 5 | 5₹32.7 LAccepted-Finance | ₹32.7 L | 5 | Accepted-Finance Accepted |
| Sl No | Description | Qty | Unit | mohansingh L6 | Shri girdhar singh adhikari L11 | SATISH CHANDRA PANDEY L7 | bhupendra singh dhek L4 | Ms BARDAYANI CONSTRUCTION L8 | sunil chandra Joshi L12 | KAVIRAJ SINGH L10 | PRASHANT KUMAR BISHT L1 | Anil Joshi L13 | Kedar singh mahra L3 | Ajay Singh Dhek L5 | Jagdish Chandra Binwal L2 | Manoj Sharma L9 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | 194.63 | cum | 150 ₹29,194.50 | 250 ₹48,657.50 | 279 ₹54,301.77 | 419 ₹81,549.97 | 250 ₹48,657.50 | 200 ₹38,926 | 419 ₹81,549.97 | 200 ₹38,926 | 402 ₹78,241.26 | 245 ₹47,684.35 | 100 ₹19,463 | 100 ₹19,463 | 200 ₹38,926 |
| 2.00 | Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications
Clause 802, 803, 1202 & 1203 of MORD Specifiction | 211.31 | cum | 3,200 ₹6.8 L | 3,500 ₹7.4 L | 3,122 ₹6.6 L | 2,700 ₹5.7 L | 3,982 ₹8.4 L | 3,750 ₹7.9 L | 3,600 ₹7.6 L | 2,350 ₹5.0 L | 4,495 ₹9.5 L | 2,762 ₹5.8 L | 3,400 ₹7.2 L | 2,500 ₹5.3 L | 3,000 ₹6.3 L |
| 3.00 | Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5 | 493.85 | cum | 2,850 ₹14.1 L | 3,500 ₹17.3 L | 3,050 ₹15.1 L | 2,700 ₹13.3 L | 3,000 ₹14.8 L | 3,700 ₹18.3 L | 3,210 ₹15.9 L | 2,222 ₹11.0 L | 4,521 ₹22.3 L | 2,778 ₹13.7 L | 3,400 ₹16.8 L | 2,400 ₹11.9 L | 2,700 ₹13.3 L |
| 4.00 | Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire
conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD
Uttarakhand specifications) GI wire 10 gauge BWG | 472.5 | cum | 1,500 ₹7.1 L | 1,850 ₹8.7 L | 1,271 ₹6.0 L | 1,200 ₹5.7 L | 1,200 ₹5.7 L | 1,800 ₹8.5 L | 1,100 ₹5.2 L | 850 ₹4.0 L | 1,829 ₹8.6 L | 1,120 ₹5.3 L | 600 ₹2.8 L | 1,600 ₹7.6 L | 1,900 ₹9.0 L |
| 5.00 | Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | 132 | cum | 1,430 ₹1.9 L | 1,850 ₹2.4 L | 1,562 ₹2.1 L | 1,500 ₹2.0 L | 1,850 ₹2.4 L | 1,800 ₹2.4 L | 2,342 ₹3.1 L | 2,150 ₹2.8 L | 2,248 ₹3.0 L | 1,380 ₹1.8 L | 1,640 ₹2.2 L | 1,350 ₹1.8 L | 1,500 ₹2.0 L |
| 6.00 | Providing concrete forplain/ rein forced concrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 120 P.C.C grade M 10 Nominal mix 1:3:6 | 25 | Cum | 4,000 ₹1 L | 5,800 ₹1.4 L | 4,546 ₹1.1 L | 4,000 ₹1 L | 6,200 ₹1.6 L | 5,400 ₹1.4 L | 6,500 ₹1.6 L | 5,000 ₹1.3 L | 6,546 ₹1.6 L | 4,023 ₹1.0 L | 5,455 ₹1.4 L | 4,500 ₹1.1 L | 5,000 ₹1.3 L |
| 7.00 | Plain/reinforced cement concrete in substructure completeas per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M25 | 13.75 | Cum | 7,800 ₹1.1 L | 8,000 ₹1.1 L | 6,141 ₹84,438.75 | 5,800 ₹79,750 | 8,200 ₹1.1 L | 7,400 ₹1.0 L | 8,200 ₹1.1 L | 7,200 ₹99,000 | 8,843 ₹1.2 L | 5,435 ₹74,731.25 | 7,369 ₹1.0 L | 7,400 ₹1.0 L | 9,200 ₹1.3 L |
| 8.00 | Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &
1202 | 0.69 | Ton | 60,000 ₹41,280 | 60,000 ₹41,280 | 65,000 ₹44,720 | 4,000 ₹2,752 | 65,000 ₹44,720 | 60,000 ₹41,280 | 66,404 ₹45,685.95 | 3,819.48 ₹2,627.80 | 63,421 ₹43,633.65 | 39,178 ₹26,954.46 | 66,404 ₹45,685.95 | 62,000 ₹42,656 | 66,400 ₹45,683.20 |
| 9.00 | Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | 126.02 | cum | 550 ₹69,311 | 500 ₹63,010 | 710 ₹89,474.20 | 600 ₹75,612 | 100 ₹12,602 | 500 ₹63,010 | 1,063 ₹1.3 L | 350 ₹44,107 | 1,020 ₹1.3 L | 600 ₹75,612 | 531 ₹66,916.62 | 390 ₹49,147.80 | 1,000 ₹1.3 L |
Tender Value
₹50.8 L
EMD Value
₹1.2 L
Closing Date
24 Apr 2026, 2:00 pmClosed
EE PMGSY ID Lohaghat
EE PMGSY ID Lohaghat
Repair Of Barakot Simalkhet To Padasosera MR Under SDRF PMGSY
2026_CCUK_147212_1
348/EE/PMGSY
Open Tender
Civil Works - Roads
180 days
Lohaghat
3 documents required · 3 mandatory
₹4,720
EE PMGSY ID Lohaghat
₹1.2 L
24 Apr 2026
8 Apr 2026
24 Apr 2026
9 Apr 2026
24 Apr 2026
10 Apr 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount | Item Code |
|---|---|---|---|---|---|---|
Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. | - | cum | - | - | Item1 | |
Cement plum Masonry with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications
Clause 802, 803, 1202 & 1203 of MORD Specifiction | - | cum | - | - | Item2 | |
Construction of retaining walls/breast walls in cement mortar 1:5 as per drawing and technical specifications Clause 1604 Stone masonry in cement mortar 1:5 | - | cum | - | - | Item3 | |
Providing and laying of wire crates 3.00x1.50x1.50 in size with GI wire
conforming to IS: 280 & IS:4826 in 150mm x 150mm mesh laid with stone boulders. as per direction of Engineer-in- charge. (As per PWD
Uttarakhand specifications) GI wire 10 gauge BWG | - | cum | - | - | Item4 | |
Random Rubble Masonary laid dry in breast wall,retaining wall, parapets,scupper etc. Including supply of all materials,labour,t & p& royality etc,required for proper complition of work.(As per PWD Uttarakhand specifications) | - | cum | - | - | Item5 | |
Providing concrete forplain/ rein forced concrete inopen foundationscompleteas per drawings and technical specifications Clause 802, 803, 1202 & 120 P.C.C grade M 10 Nominal mix 1:3:6 | - | Cum | - | - | Item6 | |
Plain/reinforced cement concrete in substructure completeas per drawings andtechnical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 R.C.C M25 | - | Cum | - | - | Item7 | |
Supplying, fitting and placing HYSD bar reinforcement (Fe 415) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 &
1202 | 1 | Ton | - | - | Item8 | |
Hand Packed stone filling in back of wallls including cost of all materials, royality, T&P etc. complete as per direction of Engineer-in- charge. (As per PWD Uttarakhand specifications) | - | cum | - | - | Item9 |
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