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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹41.3 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹41.4 L+₹9,762.50 (0.24%)Rejected-Finance 6 U 34 JAWAHAR NAGAR SRI GANGANAGAR SRI GANGANAGAR RAJASTHAN 335001 | GANGANAGAR | RAJASTHAN | 335001 | L2 | Rejected-Finance Higher than L1 | |
| 3 | L3₹41.6 L+₹29,422.50 (0.71%)Rejected-Finance | L3 | Rejected-Finance Higher than L1 | |
| 4 | L4₹43.8 L+₹2.6 L (6.20%)Rejected-Finance | L4 | Rejected-Finance Higher than L1 | |
| 5 | L5₹48.3 L+₹7.1 L (17.1%)Rejected-Finance | L5 | Rejected-Finance Higher than L1 |
| Sl No | Description | Qty | Unit | J and P CONTRACTOR L4 | Rudrashiv Enterprises L1 | M/s Singla Trading Comapny L6 | Ramdev Enterprises L5 | HARJEET SINGH HUF L3 | Ankit Jindal And Company L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Supply and Fixing for providing PVC Tensile Roofing strucutres having Architectural Membrane with Tensile Fabric 900 GSM or equivalent including aluminium wind tie of size 40mm x 3mm for Gate of TCP 1 & TCP 2 of Appx size 20m x 22m each with minimum clear height 5.40 meter.
Technical Specification of the Structure :-
(i) Architectural Membrane Make with Tensile Fabric Sioen 900 GSM or equivalent. (ii) Fabric 100% Polyster (iii) Lacquering Fine Tuned Weldable PVDF Lacquer (iv) Polyster (v) Weaving Style (vi) Anti Mould UV Pretected Top Side Hq (vii) Lacquering 1/1 (viii) Embossing Glossy (ix) Breaking strenth Warp 4300 N/5cm. (x) Breaking strenth Weft 4200 N/5cm.
(xi) Adhesion 120 N/5 cm. (xii) Temperature resistance -30 to +70 Degree Celcuis (xiii) Light Fastness 7-8 (xiv) Fire behaviour BS2, do
(xv) Applicatin Tent & TA /Arc Membrance (xvi) Breaking strenth Weft 4200 N/5cm.
(xvii) Breaking strenth Weft 4200 N/5cm. (xvii) Breaking strenth Weft 4200 N/5cm.
(xix) Breaking strenth Weft 4200 N/5cm.
Note :- (1) All above operations to be done by skilled applicatiors/workers.
(2) Structure stability for 10 years waranty certificate is mandatory after completion of work. (3) Structural Design & Drg duly vetted by IIT/NIT/Govt Colleges shall be submitted by the contractor and get approval from GE before execution of work. (4) Structural steel and foundation work shall be measured seperately under respective items of BOQ. (5) Roof sheet shall be fixed as per manufacturer insturctions / sound engineering practice. | 880 | Sqm | 1,800 ₹15,84,000 | 1,759 ₹15,47,920 Lowest | 2,200 ₹19,36,000 | 2,050 ₹18,04,000 | 1,872 ₹16,47,360 | 1,800 ₹15,84,000 |
| 2.00 | Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.50 mtr in depth for foundation etc not exceeding 10 sqm on plan in soft / loose soil & getting out complete all as specified and directed. | 36 | Cum | 500 ₹18,000 | 152 ₹5,472 | 110 ₹3,960 Lowest | 225 ₹8,100 | 200 ₹7,200 | 900 ₹32,400 |
| 3.00 | S & F for steel work in tubular trusses ,channels , including special shaped washer, plates nuts and bolts, gusset plates, including necessary drilling etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed.
Note:- Rates of following items are included :-
(a) Zinc Primer/Red Oxide Coating then Deco/Aspa Spray Milky white Paint on the structure. (b) Fixing of membrane. (c) Plotting of structure, Pattering & HF Welding of membrane. (d) Fixing of MS Fittings. (e) Fixing of Mettalic Ribs.
(f) Fixing of Stainless Steel Fitting. (g) Fixing of Guy Wire. (h) All type of scaffolding, Ladder, termporary support work, labour/transportation charges etc.
(j) Any type of surface dressing/demolition if required at site.
(k) Including fixing arrangement of steel section and columns with nut/bolts and MS plate of size as directed by Engr-in-Charge/GE. | 22,990 | Kg | 112 ₹25,74,880 | 99 ₹22,76,010 Lowest | 140 ₹32,18,600 | 120 ₹27,58,800 | 100 ₹22,99,000 | 100 ₹22,99,000 |
| 4.00 | M&L for PCC type D-2, 1:4:8 (40mm graded stone aggregate) as in foundation / mass filling complete all as specified and directed. | 4 | Cum | 2,500 ₹10,000 | 6,469 ₹25,876 | 2,250 ₹9,000 Lowest | 4,800 ₹19,200 | 6,000 ₹24,000 | 3,500 ₹14,000 |
| 5.00 | M&L for Reinforced Cement concrete 1:1.5:3 (nominal mix) using 20mm graded aggregate as in foundations, footing, plinth beams etc complete all as specified and directed. | 10 | Cum | 4,000 ₹40,000 | 7,679 ₹76,790 | 4,250 ₹42,500 | 7,000 ₹70,000 | 3,000 ₹30,000 Lowest | 4,000 ₹40,000 |
| 6.00 | Forrm work 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 better for flat rought finished surface of concrete complete all as specified and directed. | 40 | Sqm | 200 ₹8,000 Lowest | 643 ₹25,720 | 280 ₹11,200 | 400 ₹16,000 | 300 ₹12,000 | 400 ₹16,000 |
| 7.00 | M&L for Reinforced Cement concrete 1:1.5:3 (nominal mix) in columns, pillars, piers, posts and struts complete all as specified and directed. | 3 | Cum | 4,100 ₹12,300 | 7,457 ₹22,371 | 4,400 ₹13,200 | 7,200 ₹21,600 | 6,000 ₹18,000 | 3,950 ₹11,850 Lowest |
| 8.00 | Form work to sides of pillars, posts, struts, piers, columns and stanchions for square, rectangular or polygonal rough finished surface complete all as specified and directed. | 25 | Sqm | 200 ₹5,000 Lowest | 815 ₹20,375 | 310 ₹7,750 | 400 ₹10,000 | 300 ₹7,500 | 300 ₹7,500 |
| 9.00 | M&L for TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required incl cranking bending spirally for hooping for cols, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed. | 1,100 | Kg | 90 ₹99,000 | 87.17 ₹95,887 | 82 ₹90,200 | 90 ₹99,000 | 80 ₹88,000 Lowest | 90 ₹99,000 |
| 10.00 | M&L for TMT bar 8mm dia cut in shape/length for stirups incl cranking bending etc and binding with and incl MS wire not less than 0.9mm complete all as specified and directed. | 250 | Kg | 90 ₹22,500 | 97.98 ₹24,495 | 82 ₹20,500 | 90 ₹22,500 | 80 ₹20,000 Lowest | 87 ₹21,750 |
Tender Value
Refer Docs
EMD Value
₹87,180
Closing Date
11 Sept 2025, 6:00 pmClosed
GE Sri Ganganagar
Garrison Engineer Sri Ganganagar, Military Engineer services , Sri GanganagarCantt Rajasthan-335001
PROVN OF SHEDS OF TCP-1 AND TCP-2 AT MIL STN SGNR
2025_MES_725016_1
GE SGNR/TOK-14 OF 2025-26
Open Tender
Civil Works
Item Rate
120 days
Sri Ganganagar(Raj)
D Class a(i) and for un-enlisted, refer NIT para 8.
7 documents required · 7 mandatory
₹500
GE Sri Ganganagar
₹87,180
Yes
19 Sept 2025
7 Aug 2025
13 Sept 2025
7 Aug 2025
11 Sept 2025
28 Aug 2025
Amount
Supply and Fixing for providing PVC Tensile Roofing strucutres having Architectural Membrane with Tensile Fabric 900 GSM or equivalent including aluminium wind tie of size 40mm x 3mm for Gate of TCP 1 & TCP 2 of Appx size 20m x 22m each with minimum clear height 5.40 meter. Technical Specification of the Structure :- (i) Architectural Membrane Make with Tensile Fabric Sioen 900 GSM or equivalent. (ii) Fabric 100% Polyster (iii) Lacquering Fine Tuned Weldable PVDF Lacquer (iv) Polyster (v) Weaving Style (vi) Anti Mould UV Pretected Top Side Hq (vii) Lacquering 1/1 (viii) Embossing Glossy (ix) Breaking strenth Warp 4300 N/5cm. (x) Breaking strenth Weft 4200 N/5cm. (xi) Adhesion 120 N/5 cm. (xii) Temperature resistance -30 to +70 Degree Celcuis (xiii) Light Fastness 7-8 (xiv) Fire behaviour BS2, do (xv) Applicatin Tent & TA /Arc Membrance (xvi) Breaking strenth Weft 4200 N/5cm. (xvii) Breaking strenth Weft 4200 N/5cm. (xvii) Breaking strenth Weft 4200 N/5cm. (xix) Breaking strenth Weft 4200 N/5cm. Note :- (1) All above operations to be done by skilled applicatiors/workers. (2) Structure stability for 10 years waranty certificate is mandatory after completion of work. (3) Structural Design & Drg duly vetted by IIT/NIT/Govt Colleges shall be submitted by the contractor and get approval from GE before execution of work. (4) Structural steel and foundation work shall be measured seperately under respective items of BOQ. (5) Roof sheet shall be fixed as per manufacturer insturctions / sound engineering practice.
Excavation in trenches not exceeding 1.5 mtr wide and not exceeding 1.50 mtr in depth for foundation etc not exceeding 10 sqm on plan in soft / loose soil & getting out complete all as specified and directed.
S & F for steel work in tubular trusses ,channels , including special shaped washer, plates nuts and bolts, gusset plates, including necessary drilling etc. complete using ERW or induction butt welded tubes conforming to I. S.1161- 1979 grade St.-240 complete all as specified and directed. Note:- Rates of following items are included :- (a) Zinc Primer/Red Oxide Coating then Deco/Aspa Spray Milky white Paint on the structure. (b) Fixing of membrane. (c) Plotting of structure, Pattering & HF Welding of membrane. (d) Fixing of MS Fittings. (e) Fixing of Mettalic Ribs. (f) Fixing of Stainless Steel Fitting. (g) Fixing of Guy Wire. (h) All type of scaffolding, Ladder, termporary support work, labour/transportation charges etc. (j) Any type of surface dressing/demolition if required at site. (k) Including fixing arrangement of steel section and columns with nut/bolts and MS plate of size as directed by Engr-in-Charge/GE.
M&L for PCC type D-2, 1:4:8 (40mm graded stone aggregate) as in foundation / mass filling complete all as specified and directed.
M&L for Reinforced Cement concrete 1:1.5:3 (nominal mix) using 20mm graded aggregate as in foundations, footing, plinth beams etc complete all as specified and directed.
Forrm work 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 better for flat rought finished surface of concrete complete all as specified and directed.
M&L for Reinforced Cement concrete 1:1.5:3 (nominal mix) in columns, pillars, piers, posts and struts complete all as specified and directed.
Form work to sides of pillars, posts, struts, piers, columns and stanchions for square, rectangular or polygonal rough finished surface complete all as specified and directed.
M&L for TMT bars 10mm dia and over as in reinforcement cut to length bent to shape required incl cranking bending spirally for hooping for cols, hooking ends and binding with and including mild steel wire (annealed) not less than 0.90mm dia complete all as specified and directed.
M&L for TMT bar 8mm dia cut in shape/length for stirups incl cranking bending etc and binding with and incl MS wire not less than 0.9mm complete all as specified and directed.
Returning, filling in including spreading, levelling, watering and well ramming in soft/loose soil in layer not exceeding 25cm thick complete all as specified and directed.
Removal of excavated material to a distance not exceeding 50m and and deposited where directed at level not exceeding 1.5m above the starting point complete all as specified and directed.
Ankit Jindal And Company (BID ID -3411119)
HARJEET SINGH HUF (BID ID -3415499)
J and P CONTRACTOR (BID ID -3415067)
Ramdev Enterprises (BID ID -3415899)
M/s Singla Trading Comapny (BID ID -3416007)
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