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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹29.6 LAccepted-AOC | ₹29.6 L | L1 | Accepted-AOC L1 is accepted |
| 2 | L2₹30.0 LRejected-AOC | ₹30.0 L | L2 | Rejected-AOC L1 is accepted |
| 3 | L3₹30.2 LRejected-AOC | ₹30.2 L | L3 | Rejected-AOC L1 is accepted |
| 4 | L4₹30.4 LRejected-AOC | ₹30.4 L | L4 | Rejected-AOC L1 is accepted |
| 5 | L5₹30.6 LRejected-AOC | ₹30.6 L | L5 | Rejected-AOC L1 is accepted |
| Sl No | Description | Qty | Unit | DEEP CHANDRA JOSHI L8 | M/S G. K. SUTHAR L1 | SANJAY MITTAL L6 | PRASAD PRADHAN AND SON L3 | SANJAY SAW MILL L2 | Sri Gupta Construction L7 | MANOJ JINDAL L4 | GYANENDRA THAPA L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in trenches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm area on plan and not exceeding 1.5 meter in depth and getting out in hard/dense soil, complete all as specified and as directed. | 185 | Cum | 627 ₹1.2 L | 580 ₹1.1 L | 617 ₹1.1 L | 598 ₹1.1 L | 587 ₹1.1 L | 620 ₹1.1 L | 605 ₹1.1 L | 610 ₹1.1 L |
| 2.00 | Returning filling in of soil including spreading levelling watering and wall ramming in layers not exc 25 cm thick, complete all as specified and as directed. | 27 | Cum | 230 ₹6,210 | 195 ₹5,265 | 220 ₹5,940 | 200 ₹5,400 | 190 ₹5,130 | 240 ₹6,480 | 215 ₹5,805 | 210 ₹5,670 |
| 3.00 | Removing excavated material n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point, complete all as specified and as directed. | 158 | Cum | 375 ₹59,250 | 330 ₹52,140 | 350 ₹55,300 | 335 ₹52,930 | 338 ₹53,404 | 370 ₹58,460 | 345 ₹54,510 | 355 ₹56,090 |
| 4.00 | S&F 1.25 mm Mild Steel sheet PVC eaves gutters 150 mm dia galvanised class 3 half round with rounded edges, complete all as specified and as directed. | 1,200 | Rm | 728 ₹8.7 L | 685 ₹8.2 L | 718 ₹8.6 L | 700 ₹8.4 L | 695 ₹8.3 L | 722 ₹8.7 L | 707 ₹8.5 L | 712 ₹8.5 L |
| 5.00 | S & F 150mm dai Mild Steel sheet of 1.25 mm thick PVC drop ends (for spigot or socket ends) or nozzels, complete all as specified and as directed. | 120 | Each | 798 ₹95,760 | 740 ₹88,800 | 785 ₹94,200 | 755 ₹90,600 | 745 ₹89,400 | 790 ₹94,800 | 760 ₹91,200 | 770 ₹92,400 |
| 6.00 | S & F 150mm dia Mild Steel sheet of 1.25 mm thick PVC Stop ends (for spigot or socket ends) or nozzels, complete all as specified and as directed. | 30 | Each | 638 ₹19,140 | 600 ₹18,000 | 633 ₹18,990 | 615 ₹18,450 | 592 ₹17,760 | 625 ₹18,750 | 610 ₹18,300 | 620 ₹18,600 |
| 7.00 | S & F Mild steel work as in band , strap, supports or stay for rainwater, vantilating pipes incl bolts if reqd, hooks or similar small articles conforming to Fe 290 Gde- E-165, complete all as specified and as directed. | 485.5 | Kg | 356 ₹1.7 L | 325 ₹1.6 L | 345 ₹1.7 L | 335 ₹1.6 L | 331 ₹1.6 L | 352 ₹1.7 L | 338 ₹1.6 L | 343 ₹1.7 L |
| 8.00 | S & F 110 mm PVC (SWR) pipe single socketed, in any length with rubber ring joint , laid in trenches or in floors, complete all as specified and as directed. | 250 | Rm | 658 ₹1.6 L | 625 ₹1.6 L | 645 ₹1.6 L | 630 ₹1.6 L | 628 ₹1.6 L | 652 ₹1.6 L | 634 ₹1.6 L | 640 ₹1.6 L |
| 9.00 | S&F 110mm bore PVC bends with including for all necessary extra joint cutting and waste to any radious, complete all as specified and as directed. | 400 | Each | 500 ₹2 L | 455 ₹1.8 L | 483 ₹1.9 L | 472 ₹1.9 L | 465 ₹1.9 L | 490 ₹2.0 L | 475 ₹1.9 L | 480 ₹1.9 L |
| 10.00 | M & L for plain cement concrete (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc, complete all as specified and as directed. | 40.1 | Cum | 9,290 ₹3.7 L | 8,990 ₹3.6 L | 9,200 ₹3.7 L | 9,080 ₹3.6 L | 9,050 ₹3.6 L | 9,250 ₹3.7 L | 9,150 ₹3.7 L | 9,185 ₹3.7 L |
Tender Value
₹28.6 L
EMD Value
₹57,300
Closing Date
7 Jan 2026, 6:00 pmClosed
GARRISON ENGINEER
GARRISON ENGINEER 867 EWS C/O 99 APO
PROVN OF ROOF RAIN WATER GUTTER FOR BLDG NOS A 21 22 23 24 25 29 30 33 34 35 37 38 39 40 OF 417 FD HOSP AT RHENOCK MIL STN UNDER GE 867 EWS
2025_MES_744943_1
8552/E8
Open Tender
Civil Works
180 days
PEDONG
Please refer Tender documents.
9 documents required · 9 mandatory
₹500
GE 867 EWS
₹57,300
5 Feb 2026
17 Dec 2025
14 Jan 2026
17 Dec 2025
7 Jan 2026
31 Dec 2025
Excavation in trenches, not exceeding 1.5 meter wide and not exceeding 1.5 meter in depth for foundation etc or for shafts, wells, cesspits, manholes, pier holes etc not exceeding 10 Sqm area on plan and not exceeding 1.5 meter in depth and getting out in hard/dense soil, complete all as specified and as directed.
Returning filling in of soil including spreading levelling watering and wall ramming in layers not exc 25 cm thick, complete all as specified and as directed.
Removing excavated material n. exc. 50m and depositing where directed at a level n. exc. 1.5m above the starting point, complete all as specified and as directed.
S&F 1.25 mm Mild Steel sheet PVC eaves gutters 150 mm dia galvanised class 3 half round with rounded edges, complete all as specified and as directed.
S & F 150mm dai Mild Steel sheet of 1.25 mm thick PVC drop ends (for spigot or socket ends) or nozzels, complete all as specified and as directed.
S & F 150mm dia Mild Steel sheet of 1.25 mm thick PVC Stop ends (for spigot or socket ends) or nozzels, complete all as specified and as directed.
S & F Mild steel work as in band , strap, supports or stay for rainwater, vantilating pipes incl bolts if reqd, hooks or similar small articles conforming to Fe 290 Gde- E-165, complete all as specified and as directed.
S & F 110 mm PVC (SWR) pipe single socketed, in any length with rubber ring joint , laid in trenches or in floors, complete all as specified and as directed.
S&F 110mm bore PVC bends with including for all necessary extra joint cutting and waste to any radious, complete all as specified and as directed.
M & L for plain cement concrete (1:4:8) type D2 (using 40 mm graded crushed stone aggregate) as in foundation, filling and mass concrete etc, complete all as specified and as directed.
M & L for providing cement concrete block masonry with solid blocks exc 10 cm in width in PCC (1:3:6) Type C1 (using 20 mm graded crushed stone aggregate) and set in CM (1:6), complete all as specified and as directed.
M & L for PCC (1:2:4) type B2 (using 40 mm graded crushed stone aggregate) as in surface channels and drains, complete all as specified and as directed.
Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement including forms, moulds, mitred /stopped ends, complete all as specified and as directed.
M & L PCC (1:2:4) type B1 (using 20 mm graded crushed stone aggregate) as in coping/benching including weathering throating and necessary form work, complete all as specified and as directed.
M & L for 15 mm thick rendering on fair faces of brick work or concrete surfaces in CM (1:4) and finished even and smooth without using extra cement, complete all as specified and as directed.
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