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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 LAccepted-AOC 3491 14 HARIPURA DHAPAI ROAD AMRITSAR | AMRITSAR | PUNJAB | 143001 | ₹2.9 L | L1 | Accepted-AOC 1ST LOWEST, REASONABLE RATE |
| 2 | L2₹3.0 LRejected-Finance C 23 CC | ₹3.0 L | L2 | Rejected-Finance 2ND LOWEST |
| 3 | L3₹4.0 LRejected-Finance DEHRADUN | DEHRADUN | UTTARAKHAND | 248001 | ₹4.0 L | L3 | Rejected-Finance 3RD LOWEST |
| 4 | L4₹4.1 LRejected-Finance 31 SARASWATI SONI MARG DEHRADUN | DEHRADUN | ₹4.1 L | L4 | Rejected-Finance 4TH LOWEST |
| Sl No | Description | Qty | Unit | RAMAN CONSTRUCTION CO. L2 | M/s RP AGRAWAL L4 | TARUN ENGINEERING WORKS L3 | AMARJEET SINGH AND CO. L1 |
|---|---|---|---|---|---|---|---|
| 1.00 | S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified | 50 | Sqm | 729 ₹36,450 | 700 ₹35,000 | 740 ₹37,000 | 630 ₹31,500 |
| 2.00 | S&F Rolled mild steel work of Fe-290 (Gde E-165) as in framed work, trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc. | 1,500 | kg | 101.5 ₹1.5 L | 100 ₹1.5 L | 110 ₹1.6 L | 85 ₹1.3 L |
| 3.00 | Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer. | 20 | Sqm | 38 ₹760 | 70 ₹1,400 | 75 ₹1,500 | 55 ₹1,100 |
| 4.00 | Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed. | 14.71 | Cum | 221 ₹3,250.91 | 400 ₹5,884 | 400 ₹5,884 | 410 ₹6,031.10 |
| 5.00 | Excavating in trenches, exc 1.5m and n exc 3m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed. | 9.8 | Cum | 379 ₹3,714.20 | 500 ₹4,900 | 800 ₹7,840 | 510 ₹4,998 |
| 6.00 | M&L for concrete cement 1:3:6 type C-2 to drain pipes including packing under and haunching agaainst the sides of the pipes after they are laid and tested for 150mm internal dia of pipe | 10 | RM | 299 ₹2,990 | 4,500 ₹45,000 | 500 ₹5,000 | 85 ₹850 |
| 7.00 | Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25cm in soil complete all as specified and directed. | 4.9 | Cum | 309 ₹1,514.10 | 45 ₹220.50 | 120 ₹588 | 120 ₹588 |
| 8.00 | Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed. | 19.61 | Cum | 171 ₹3,353.31 | 80 ₹1,568.80 | 110 ₹2,157.10 | 120 ₹2,353.20 |
| 9.00 | M & L for Cement concrete (1:4:8) Type D-2 ( 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed. | 1 | Cum | 3,099 ₹3,099 | 3,700 ₹3,700 | 4,500 ₹4,500 | 3,500 ₹3,500 |
| 10.00 | M&l for brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:6 complete all as specified and directed | 5.5 | Sqm | 371 ₹2,040.50 | 5,500 ₹30,250 | 600 ₹3,300 | 1,500 ₹8,250 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
13 Sept 2025, 6:00 pmClosed
AGE (I) RAIWALA
AGE (I) RAIWALA
PROVN OF SOAKAGE PIT FOR OR MESS AT 849 FD WKSP, PROVN OF SOAKAGE PIT FOR 326 FD REGT AND PROVN OF STEEL WALL TO BLDG NO P-517 OF 7 COMPO PL ASC RAIWALA AT MIL STN RAIWALA UNDER AGE (I) RAIWALA
2025_MES_726445_1
8993/E8
Open Tender
Civil Works
120 days
AGE (I) RAIWALA
Please refer Tender documents.
8 documents required · 8 mandatory
₹500
Yes
AGE (I) RAIWALA
₹10,000
Yes
18 Feb 2026
18 Aug 2025
15 Sept 2025
18 Aug 2025
13 Sept 2025
1 Sept 2025
18 Aug 2025 - 31 Aug 2025
Amount
S&F Pre- painted galvatume aluminum zinc coating GI based corrugated steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified
S&F Rolled mild steel work of Fe-290 (Gde E-165) as in framed work, trussed, purlins, crane gantries, rails and fastenings and heavy bracket framing (Beam, tee, angle, channel or flat sections) including distance pieces, cleats etc.
Preparation of new or previously untreated steel surfaces of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint over a coat of red oxide zinc chrome primer.
Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed.
Excavating in trenches, exc 1.5m and n exc 3m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed.
M&L for concrete cement 1:3:6 type C-2 to drain pipes including packing under and haunching agaainst the sides of the pipes after they are laid and tested for 150mm internal dia of pipe
Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25cm in soil complete all as specified and directed.
Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
M & L for Cement concrete (1:4:8) Type D-2 ( 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
M&l for brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:6 complete all as specified and directed
M&L for PCC 1:2:4, type B0 (using 12,5 mm graded stone aggregate) as in coping
M&L rendering 15mm thick in CM 1:4 mixed with WPC by weight of cement on concrete/brick wall surfaces, finished even and smooth without using extra cement. (WPC to be measured and paid for separately)
Supply only integral water proofing compound.
Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) on flat surface complete all as specified
M&L for providing RCC B1 (1:2:4), using 20 mm aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S&F 110 mm dia PVC (SWR) pipes , waste and vent pipe single socketed in any length with rubber ring joints fixed to wallscomplete all as specified and directed.
S&F110mm bore PVC (SWR) plain bend any radius complete all as specified & directed.
M&L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM 1:4
Excavating in trenches, n exc 1.5m wide and n exc 1.5 m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed.
Excavating in trenches, exc 1.5m and n exc 3m depth; for foundation, etc. manholes,pier holes, etc. and getting out in any type of soil complete all as specified and directed.
M&L for concrete cement 1:3:6 type C-2 to drain pipes including packing under and haunching agaainst the sides of the pipes after they are laid and tested for 150mm internal dia of pipe
Returning/filling in including spreading, levelling, watering and well ramming in layers n exc 25cm in soil complete all as specified and directed.
Removing excavated material n exc. 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
M & L for Cement concrete (1:4:8) Type D-2 ( 40 mm graded stone aggregate) in foundations, filling and mass concrete complete all as specified and directed.
M&l for brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:6 complete all as specified and directed
M&L for PCC 1:2:4, type B0 (using 12,5 mm graded stone aggregate) as in coping
M&L rendering 15mm thick in CM 1:4 mixed with WPC by weight of cement on concrete/brick wall surfaces, finished even and smooth without using extra cement. (WPC to be measured and paid for separately)
Supply only integral water proofing compound.
Use and waste of Formwork to soffits of suspended slabs such as roof slabs, floor slabs, landings and similar work; not exceeding 200mm thick (Horizontal or sloping) on flat surface complete all as specified
M&L for providing RCC B1 (1:2:4), using 20 mm aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and the like all as specified and directed
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
S&F 110 mm dia PVC (SWR) pipes , waste and vent pipe single socketed in any length with rubber ring joints fixed to wallscomplete all as specified and directed.
S&F110mm bore PVC (SWR) plain bend any radius complete all as specified & directed.
M&L Brickwork with sub class ‘B’ bricks in one brick thick honey comb walling, built in CM 1:4
RAMAN CONSTRUCTION CO. (BID ID -3417444)
TARUN ENGINEERING WORKS (BID ID -3423093)
M/s RP AGRAWAL (BID ID -3417499)
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