Loading
Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 LAccepted-AOC | L1 | Accepted-AOC Due to lowest bidder. | |
| 2 | L2₹4.8 L+₹55,493 (13.0%)Rejected-Finance | L2 | Rejected-Finance Other than lowest bidder | |
| 3 | L3₹5.3 L+₹1.1 L (24.7%)Rejected-Finance | L3 | Rejected-Finance Other than lowest bidder | |
| 4 | L4₹6.4 L+₹2.2 L (51.0%)Rejected-Finance | L4 | Rejected-Finance Other than lowest bidder |
| Sl No | Description | Qty | Unit | N K BUILDERS L1 | NEHA BUILDERS L3 | SHUBHAM ENGINEERS & BUILDERS L4 | M/S UNIVERSAL ENGINEERS L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | M&L for surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out complete in hard/dense soil complete all as specified and as directed by Engr-in-Charge. | 43.84 | Sqm | 100 ₹4,384 Lowest | 100 ₹4,384 Lowest | 350 ₹15,344 | 300 ₹13,152 |
| 2.00 | Excavating in post holes (or similar holes) in Hard/Dense soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engr-in-Charge. | 3 | Each | 400 ₹1,200 | 450 ₹1,350 | 350 ₹1,050 | 300 ₹900 Lowest |
| 3.00 | 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 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil, complete all as speified and directed by Engineer-in Charge | 7 | Cum | 600 ₹4,200 | 900 ₹6,300 | 350 ₹2,450 | 300 ₹2,100 Lowest |
| 4.00 | M&L for Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spead and levelled in layers n exc 15 cm thick, watered and rammed to true surface, complete all as specified and directed by Engr-in-charge. | 1.65 | Cum | 1,500 ₹2,475 Lowest | 3,000 ₹4,950 | 2,500 ₹4,125 | 8,500 ₹14,025 |
| 5.00 | M&L for cement concrete Type D–2, 1:4:8 (40 mm graded crushed stone aggregate) in foundations, filling and mass–concrete all as specified and as directed by Enge-in-Charge | 1.65 | Cum | 7,000 ₹11,550 | 6,500 ₹10,725 Lowest | 7,500 ₹12,375 | 6,500 ₹10,725 Lowest |
| 6.00 | M&L for course stone masonry well bonded, built in 1:4 cement mortar, complete all as specified and as directed by Engr-in-charge. | 21.5 | Cum | 8,000 ₹1,72,000 | 7,500 ₹1,61,250 | 8,500 ₹1,82,750 | 4,500 ₹96,750 Lowest |
| 7.00 | S&F 0.63 mm Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275, complete all as specififed and as directed by Engr-in-charge | 15 | Sqm | 750 ₹11,250 Lowest | 1,100 ₹16,500 | 1,500 ₹22,500 | 1,800 ₹27,000 |
| 8.00 | M&L for Mud plastering 25mm thick on rigid surfaces except rubble masonry (in one coat) etc, complete all as specified and as directed by Engr in Charge | 25 | Sqm | 150 ₹3,750 Lowest | 200 ₹5,000 | 350 ₹8,750 | 400 ₹10,000 |
| 9.00 | M&L for 100 mm thick average consolidated thickness, mud phuska on flat roofs including 25mm thick mud plasterand 3 mm thick leeping plaster complete all as specified and as directed by Engr in Charge. | 15 | Sqm | 200 ₹3,000 Lowest | 200 ₹3,000 Lowest | 350 ₹5,250 | 2,500 ₹37,500 |
| 10.00 | S&F 16 mm thick triple layer prolycarbonate sheet (ISI marked) fixed with screws on iron frame as in roof covering etc, complete all as specififed and as directed by Engr-incharge. | 53 | Sqm | 2,200 ₹1,16,600 Lowest | 3,500 ₹1,85,500 | 4,400 ₹2,33,200 | 2,200 ₹1,16,600 Lowest |
Tender Value
₹4.8 L
EMD Value
₹9,700
Closing Date
27 Sept 2025, 6:00 pmClosed
GE AF LEH
GE AF LEH, NEAR POLICE HEAD QUARTER, LEH PIN 194101
PROVN OF GREENHOUSE SHELTER AT AF STN LEH UNDER GE AF LEH
2025_MES_728649_1
GE(AF)LEH/T-40/2025-26
Open Tender
Civil Works
Item Rate
45 days
GE AF LEH
Please refer Tender documents.
8 documents required · 8 mandatory
₹300
GE AF LEH
₹9,700
Yes
10 Oct 2025
30 Aug 2025
29 Sept 2025
30 Aug 2025
27 Sept 2025
13 Sept 2025
30 Aug 2025 - 12 Sept 2025
Amount
M&L for surface excavation not exceeding 30 cm deep and averaging 15cm deep and getting out complete in hard/dense soil complete all as specified and as directed by Engr-in-Charge.
Excavating in post holes (or similar holes) in Hard/Dense soil each n exc 0.5 cu. m, getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25 cm, complete all as specified and as directed by Engr-in-Charge.
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 sqm on plan and n exc 1.5 m in depth and getting out in any type of soil, complete all as speified and directed by Engineer-in Charge
M&L for Hardcore of broken stone or boulders gauge n exc. 63 mm, deposited, spead and levelled in layers n exc 15 cm thick, watered and rammed to true surface, complete all as specified and directed by Engr-in-charge.
M&L for cement concrete Type D–2, 1:4:8 (40 mm graded crushed stone aggregate) in foundations, filling and mass–concrete all as specified and as directed by Enge-in-Charge
M&L for course stone masonry well bonded, built in 1:4 cement mortar, complete all as specified and as directed by Engr-in-charge.
S&F 0.63 mm Galvanised, corrugated mild steel sheeting with two corrugations side lap, fixed with coach screws and washers, in roofs, walls etc. with grade of zinc coating 275, complete all as specififed and as directed by Engr-in-charge
M&L for Mud plastering 25mm thick on rigid surfaces except rubble masonry (in one coat) etc, complete all as specified and as directed by Engr in Charge
M&L for 100 mm thick average consolidated thickness, mud phuska on flat roofs including 25mm thick mud plasterand 3 mm thick leeping plaster complete all as specified and as directed by Engr in Charge.
S&F 16 mm thick triple layer prolycarbonate sheet (ISI marked) fixed with screws on iron frame as in roof covering etc, complete all as specififed and as directed by Engr-incharge.
M&L for cement concrete 1:2:4 using 20mm graded stone aggregate as post holes and in lintels upto 1.5m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs not provided nfor in Item 04028, water ntroughs and the like including weathering, slightly rounded or chamfered angles and throating complete all as specified and as directed by Engineer-in-Charge.
Returning, filling in Any type of soil, incl spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as speified and directed by Engineer-in Charge
Removing excavated material (soil) exc 1.50 km and depositing where directed at a level n exc 5.00 km above the starting point, complete all as speified and directed by Engineer-in Charge
S&F for steel work in tubular trusses including special shaped washer etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 etc, complete all as specified and as directed by Engineer-in-Charge.
S&F for rolled mild steel sections as in roof for fixing sheet, of channel, angle, flat or tee sections, fixed independently etc. (cut to ordinary lengths i.e. within 20mm of the length indicated, fixed with angle cleats or other connecting plates of Fe 410-W (Gde E-250) quality A complete all as specified and as directed by Engineer-in-Charge.
M&L for preparation of new steel surfaces of any description over 10 cm width or girth, not otherwise described and applying two coat of synthetic enamel paint over a coat of red oxide primer, complete all as specified and directed by Engr-in-charge.
M/S UNIVERSAL ENGINEERS (BID ID -3431020)
NEHA BUILDERS (BID ID -3427931)
SHUBHAM ENGINEERS & BUILDERS (BID ID -3435995)
stage.html
html • 0.05 MB
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .