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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.9 LRejected-Finance | L1 | Rejected-Finance TENDDER TO BE RE-TENDER | |
| 2 | L2₹30.7 L+₹4.8 L (18.7%)Rejected-Finance | L2 | Rejected-Finance TENDDER TO BE RE-TENDER |
| Sl No | Description | Qty | Unit | Sayili Enterprises L2 | AAK ENTERPRISE L1 |
|---|---|---|---|---|---|
| 1.00 | Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed by Engr-In-Charge. | 1,800 | Sqm | 35.6 ₹64,080 | 30 ₹54,000 Lowest |
| 2.00 | Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as directed by Engr-In-Charge. | 270 | Cum | 77 ₹20,790 | 65 ₹17,550 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 sq m on plan and n exc 1.5 m in depth getting out in soft /loose soil complete all as specified and directed by Engr-In-Charge. | 20 | Cum | 238.1 ₹4,762 | 220 ₹4,400 Lowest |
| 4.00 | M&L PCC (1:3:6) type C-2 (using 40mm graded aggregate) as in foundation, mass concrete.complete all as specified and directed by Engr-In-Charge. | 7.1 | Cum | 3,353 ₹23,806.3 Lowest | 3,850 ₹27,335 |
| 5.00 | M&L TMT bars 10mm dia and over For column cut to length bent to shape required incl cranking, bending, spirally for columns , footing,hooking ends binding with mild steel wire ( annealed) not less than 0.9 mm dia.complete all as specified and directed by Engr-In-Charge. | 1,350 | Kg | 117.5 ₹1,58,625 | 111 ₹1,49,850 Lowest |
| 6.00 | M&L TMT bars 8 mm dia and over as in stirrups spacers and binders.complete all as specified and directed by Engr-In-Charge. | 550 | Kg | 118.4 ₹65,120 | 111 ₹61,050 Lowest |
| 7.00 | M&L for RCC (nominal Mix) type B1 (1:2:4) 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 by Engr-In-Charge. | 10 | Cum | 5,810 ₹58,100 Lowest | 6,150 ₹61,500 |
| 8.00 | M&L for RCC (nominal Mix) type B1 (1:2:4) using 20mm graded aggregate as in Columns, pillars, Footings, piers, posts and strutsetc all as specified and directed.complete all as specified and directed by Engr-In-Charge. | 13 | Cum | 5,810 ₹75,530 Lowest | 6,150 ₹79,950 |
| 9.00 | Use and Waste of form work to sides of concrete foundation, footings, base of column, sides and soffit of plinth beam rough finished.complete all as specified and directed by Engr-In-Charge. | 78 | Sqm | 266 ₹20,748 Lowest | 470 ₹36,660 |
| 10.00 | Use and Waste of formwork to sides of column rough finished.complete all as specified and directed by Engr-In-Charge. | 220 | Sqm | 284 ₹62,480 Lowest | 470 ₹1,03,400 |
Tender Value
Refer Docs
EMD Value
₹35,000
Closing Date
7 Jun 2025, 6:00 pmClosed
GE (P) NDA KHADAKWASLA
GE (P) NDA KHADAKWASLA
PROVN OF LIBERTY PADDOCK WITH GI PIPE ENCLOSURE AT CERTAIN PLACE OF NDA KHADAKWASLA UNDER GE (P) NDA KHADAKWASLA
2025_MES_700874_3
8146/E8
Open Tender
Civil Works
Item Rate
GE (P) NDA KHADAKWASLA
Please refer tender documents.
7 documents required · 7 mandatory
₹500
GE (P) NDA KHADAKWASLA
₹35,000
Yes
5 Jan 2026
17 May 2025
10 Jun 2025
17 May 2025
7 Jun 2025
24 May 2025
Amount
Surface excavation n.exc (not exceeding) 30 cm deep and averaging 15cm deep and getting out in soft and loose soil complete all as specified and directed by Engr-In-Charge.
Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all 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 sq m on plan and n exc 1.5 m in depth getting out in soft /loose soil complete all as specified and directed by Engr-In-Charge.
M&L PCC (1:3:6) type C-2 (using 40mm graded aggregate) as in foundation, mass concrete.complete all as specified and directed by Engr-In-Charge.
M&L TMT bars 10mm dia and over For column cut to length bent to shape required incl cranking, bending, spirally for columns , footing,hooking ends binding with mild steel wire ( annealed) not less than 0.9 mm dia.complete all as specified and directed by Engr-In-Charge.
M&L TMT bars 8 mm dia and over as in stirrups spacers and binders.complete all as specified and directed by Engr-In-Charge.
M&L for RCC (nominal Mix) type B1 (1:2:4) 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 by Engr-In-Charge.
M&L for RCC (nominal Mix) type B1 (1:2:4) using 20mm graded aggregate as in Columns, pillars, Footings, piers, posts and strutsetc all as specified and directed.complete all as specified and directed by Engr-In-Charge.
Use and Waste of form work to sides of concrete foundation, footings, base of column, sides and soffit of plinth beam rough finished.complete all as specified and directed by Engr-In-Charge.
Use and Waste of formwork to sides of column rough finished.complete all as specified and directed by Engr-In-Charge.
S&F GI pipe 65mm dia heavy duty including fittings such as elbo, socket etc . complete all as specified and directed by Engr-In-Charge.
S&F Bands, straps, supports or stays for rainwater, ventilating pipes, including bolts, if required: hooks (stay), heavy, for large gates; hook and pintle hinges: large hasps and staples; chains; hand made sliding bolts; clamps;nut and Bolt, hold fasts; wall ties; hooks for hanging fans; plain angle cleats for securing purlins to wood trusses or rafters; knee piece inserts; two way and three way straps, plate washers and similar small articles conforming to Fe-410W Gde-E-250 complete all as specified and directed by Engr-In-Charge.
M&L for fine sand spreading and leveling of 150 mm thick over area (in layers n.exc 25 cm thick ) complete all as all as specified and directed by Engr-In-Charge.
M&L for Brickwork with fly ash bricks, straight or curved on plan exc 6m mean radius, built iin cement mortor (1:4) complete all as specified & as directed by Engineer-In-Charge
M&L for rendering 15mm thick on fair feces of brick work or concrete surfaces in (CM 1:4) finished even and smooth without using extra cement complete all as specified and directed by Engr-In-Charge.
M&L preparation of new plaster surface of walls and applying two coats of cement base paint over a coat of Alkali resistant primer complete all as specified and directed by Engr-In-Charge.
Returning filling in including spreading levelling watering and well ramming in layers n exc 25 cm in soil complete all as directed by Engr-In-Charge.
Removing excavated material (soil) n exc 50m and depositing where directed at a level n exc 1.5m above the starting point complete all as directed by Engr-In-Charge.
M&L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete all as specifiedand directed by by Engr-In-Charge.(Fe-410 W G-de-250 Quality A)
M&L for Painting two coats of synthetic enamel paint on steel and iron surfaces of any description over 10 Cm in width or girth including preparation and one coat of red oxide primer all as specified and directed by Engr-In-Charge.
Sayili Enterprises (BID ID -3309648)
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