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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.2 LAccepted-Finance | ₹41.2 L | L1 | Accepted-Finance Quoted lowest and reasonable |
| 2 | L2₹41.8 L+₹52,873 (1.28%)Rejected-Finance | ₹41.8 L+₹52,873 (1.28%) | L2 | Rejected-Finance Quoted higher than l1 |
| 3 | L3₹43.2 L+₹2.0 L (4.89%)Rejected-Finance | ₹43.2 L+₹2.0 L (4.89%) | L3 | Rejected-Finance Quoted higher than l1 |
| 4 | L4₹44.8 L+₹3.6 L (8.69%)Rejected-Finance | ₹44.8 L+₹3.6 L (8.69%) | L4 | Rejected-Finance Quoted higher than l1 |
| Sl No | Description | Qty | Unit | P NAIDU L3 | R Janani Engineering Private Limited L2 | M/S P.VIJAY KUMAR L1 | KBR CONSTRUCTIONS L4 |
|---|---|---|---|---|---|---|---|
| .10NOTE: 1. The bidders/ contractors are advised to read tender documentts and all corrigendum/ amendments and General conditions of contracts before entry/ quoting the rates. | |||||||
| 1.00 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose Soil. | 226 | Cum | 650 ₹1,46,900 | 550 ₹1,24,300 Lowest | 550 ₹1,24,300 Lowest | 650 ₹1,46,900 |
| 2.00 | M&L PCC 1:3:6 Type C2 using 40mm grade stone aggregate as in foundation concrete etc complete all as specified and directed. | 24 | Cum | 16,000 ₹3,84,000 | 12,000 ₹2,88,000 Lowest | 16,000 ₹3,84,000 | 16,500 ₹3,96,000 |
| 3.00 | M&L for use and waste of steel Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter. | 281 | Sqm | 700 ₹1,96,700 | 560 ₹1,57,360 | 500 ₹1,40,500 Lowest | 750 ₹2,10,750 |
| 4.00 | M & L for use and waste of form work to sides of beam / lintel beam and similar structure for flat, rough finished, surfaces all as specified and as directed by Engineer-in-Charge. | 45 | Sqm | 700 ₹31,500 | 550 ₹24,750 Lowest | 650 ₹29,250 | 750 ₹33,750 |
| 5.00 | M&L for Formwork to sides of Column square or rectangular in plan for rough finished surface of concrete and the like upto a height of 6.00m from ground level complete all as specified and directed | 100 | Sqm | 700 ₹70,000 | 650 ₹65,000 Lowest | 650 ₹65,000 Lowest | 750 ₹75,000 |
| 6.00 | M&L TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed. | 3,700 | Kg | 140 ₹5,18,000 | 150 ₹5,55,000 | 127 ₹4,69,900 Lowest | 150 ₹5,55,000 |
| 7.00 | M&L TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed. | 617 | Kg | 140 ₹86,380 | 150 ₹92,550 | 127 ₹78,359 Lowest | 150 ₹92,550 |
| 8.00 | All as per item No 7 here in before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc complete all as specified and directed. | 1,459 | Kg | 140 ₹2,04,260 | 150 ₹2,18,850 | 127 ₹1,85,293 Lowest | 150 ₹2,18,850 |
| 9.00 | M&L RCC 1:1.50:3 using 20mm graded aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 47 | Cum | 19,000 ₹8,93,000 | 15,500 ₹7,28,500 Lowest | 18,500 ₹8,69,500 | 19,000 ₹8,93,000 |
Tender Value
₹43.5 L
EMD Value
₹87,000
Closing Date
2 Jun 2026, 6:00 pmClosed
Maj Saurabh Singh
GE P North, Minniebay, Sri Vijaya puram
PROVISION OF COMPOUND WALL WITH RCC JALI BETWEEN MARRIED ACCN AND EXISTING PUBLIC ROAD AT CGRA, PANCHU TIKREY, HUTBAY
2026_MES_763532_1
GEPNSVP8189
Open Tender
Civil Works
Item Rate
180 days
HUT BAY
As per tender documents
6 documents required · 6 mandatory
₹500
Yes
GE Project North
₹87,000
Yes
6 Sept 2026
5 May 2026
8 Jun 2026
5 May 2026
2 Jun 2026
19 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavating in trenches, n exc 1.5 m wide and n exc 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. n exc 10 sq m on plan and n exc 1.5 m in depth and getting out in soft loose Soil. | 226 | Cum | - | - |
| 2 | M&L PCC 1:3:6 Type C2 using 40mm grade stone aggregate as in foundation concrete etc complete all as specified and directed. | 24 | Cum | - | - |
| 3 | M&L for use and waste of steel Formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batter. | 281 | Sqm | - | - |
| 4 | M & L for use and waste of form work to sides of beam / lintel beam and similar structure for flat, rough finished, surfaces all as specified and as directed by Engineer-in-Charge. | 45 | Sqm | - | - |
| 5 | M&L for Formwork to sides of Column square or rectangular in plan for rough finished surface of concrete and the like upto a height of 6.00m from ground level complete all as specified and directed | 100 | Sqm | - | - |
| 6 | M&L TMT bars 10mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed. | 3,700 | Kg | - | - |
| 7 | M&L TMT bars 6mm to 8mm dia and over, cut to length, bent to shape required, incl cranking, bending spirally for hooping for columns, hooking ends and binding with the including mild steel wire (annealed) not less than 0.9mm dia or securing with clips etc complete all as specified and directed. | 617 | Kg | - | - |
| 8 | All as per item No 7 here in before but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders etc complete all as specified and directed. | 1,459 | Kg | - | - |
| 9 | M&L RCC 1:1.50:3 using 20mm graded aggregate as in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed | 47 | Cum | - | - |
| 10 | M&L RCC 1:1.50:3 mix using 20mm graded aggregate columns upto a height of 6.00m from ground level complete all as specified and directed | 7 | Cum | - | - |
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