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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.0 LAdmitted-Finance | ₹8.0 L | L1 | Admitted-Finance |
| 2 | L2₹8.6 LAdmitted-Finance | ₹8.6 L | L2 | Admitted-Finance |
| 3 | L3₹9.0 LAdmitted-Finance | ₹9.0 L | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Others-As per the pre bid venue the shyam enterprise not attend the pre bid meeting and the site visit certificate not issued by unit. certificate of additional term and condition not recd. |
| Sl No | Description | Qty | Unit | M/s Pale Enterprise L2 | Kesang Naksang L1 | Tadik Jempen L3 |
|---|---|---|---|---|---|---|
| 1.00 | Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (a) Ordinary soil. A Manual Means (Depth upto 3 m) | 356 | cum | 380 ₹7,679.80 | 356 ₹7,194.76 | 410 ₹8,286.10 |
| 2.00 | PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) | 4,825 | cum | 4,965 ₹14,944.65 | 4,825 ₹14,523.25 | 5,100 ₹15,351 |
| 3.00 | Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm nominal size) | 7,162 | cum | 7,325 ₹55,084 | 7,162 ₹53,858.24 | 7,600 ₹57,152 |
| 4.00 | Reinforced concrete work in columns, pillars, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centrine. shuttering and reinforcement. (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm | 7,925 | cum | 8,341 ₹51,046.92 | 7,925 ₹48,501 | 8,460 ₹51,775.20 |
| 5.00 | Reinforced concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring, shuttering and reinforcement. (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm | 8,012 | cum | 8,190 ₹7,534.80 | 8,012 ₹7,371.04 | 8,654 ₹7,961.68 |
| 6.00 | Reinforcement of RCC work including bending, binding and placing in position complete. (a) Cold twisted bars. | 90 | kg | 94 ₹1.3 L | 90 ₹1.2 L | 100 ₹1.4 L |
| 7.00Centring and shuttering including strutting proping etc. and removal of form work for :- | ||||||
| 7.01 | (a) Foundations and plinth. | 355.25 | sqm | 365 ₹7,803.70 | 355.25 ₹7,595.25 | 400 ₹8,552 |
| 7.02 | (b) Columns, pillars and piers. | 512.62 | sqm | 542.62 ₹26,957.36 | 512.62 ₹25,466.96 | 560 ₹27,820.80 |
| 7.03 | (c) Lintels, beams, girders, bressummers and cantilevers etc. | 356.12 | sqm | 364 ₹2,380.56 | 356.12 ₹2,329.02 | 435 ₹2,844.90 |
Tender Value
Refer Docs
EMD Value
₹16,000
Closing Date
13 Nov 2025, 2:00 pmClosed
Commanding Officer, 22 SIKH
Main Office, 22 SIKH Pin 912222 C/O 99 APO, Menchuka
Construction of FSB over Lamang
2025_ARMY_738168_1
A/SAD/56IB/5IB/39/25-26
Open Tender
Construction Works
60 days
LAMANG, Shi-Yomi ARUNACHAL PRADESH
As Per RFP Document
2 documents required · 2 mandatory
₹100
Commanding Officer 22 SIKH
₹16,000
Main Office 22 SIKH Pin 912222 C/O 99 APO, Menchuk
13 Dec 2025
3 Nov 2025
13 Nov 2025
3 Nov 2025
13 Nov 2025
3 Nov 2025
3 Nov 2025 - 13 Nov 2025
6 Nov 2025
Amount
Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work.) (a) Ordinary soil. A Manual Means (Depth upto 3 m)
PCC 1:3:6 in Foundation (Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.)
Reinforced concrete work in foundations, footings, bases of columns etc. and mass concrete excluding cost of centring, shuttering and (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm nominal size)
Reinforced concrete work in columns, pillars, post and struts etc up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centrine. shuttering and reinforcement. (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm
Reinforced concrete work in lintels, beams and bresumers up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cement: 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centring, shuttering and reinforcement. (a) M20 (1 cement: 1.5 coarse sand: 3 stone aggregate 20 mm
Reinforcement of RCC work including bending, binding and placing in position complete. (a) Cold twisted bars.
Centring and shuttering including strutting proping etc. and removal of form work for :-
(a) Foundations and plinth.
(b) Columns, pillars and piers.
(c) Lintels, beams, girders, bressummers and cantilevers etc.
Errection of wire rope suspension bridge including placing, fixing wire cable etc.
Supplying of main cable 16mm dia wire rope.
Supplying of 8mm dia wire rope for suspender
Supplying of 12mm dia wire rope for railing...
Fabrication and supplying of main pulley
Supplying turn buckle 10-MT Capacity
Anchor Bolt for main cable 10 MT Capacity
Anchor Bolt for Deck cable 5 MT Capacity
Turn Buckle 5 MT Capacity.
Wire Rope Forged Thimble 16 mm dia.
Wire Rope Forged Thimble 12 mm dia.
Wire Rope Forged Thimble 8 mm dia.
Galvanised "U" Bolt 12 mm
Galvanised "U" Bolt 8 mm
Galvanised "U" Bolt 16 mm
Supplying of M.S.Plate for suspenders
Supplying of straining bolt
Supplying of Wooden planks and scants for decking
Providing and fixing Chain link jali of 8 SWG 1.20 mtr high with Gl staples etc as per direction of Engineer in charge complete
Fabrication and supplying of steel at fabrication unit comprising tower legs portable bracing, cross beams, stringers, lateral bracing and holding down bolts or eye bolts are delivered at bridge site in undamaged conditions i/c strengthening, degreasing cutting to size and shape, drilling, weldingand also i/c supplying of all M.S.Flats, bolts & nuts etc and including painting of all members of tower as per the direction of the Engineer - in - Charge
Total weight to be carried by head load to work site
M/s Pale Enterprise (BID ID -3471348)
Tadik Jempen (BID ID -3471374)
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