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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.4 LAccepted-AOC 159 KASIYADIH TANDWA CHATRA CHATRA JHARKHAND 825321 UDYAM JH 02 0001826 | CHATRA | JHARKHAND | 825321 | ₹2.4 L Quoted ₹2.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹2.1 LRejected-Finance OLD KARO BERMO DIST BOKARO | BERMO | BOKARO | ₹2.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹2.2 LRejected-Finance AT PO PICHHARI DIST BOKARO | ₹2.2 L | L3 | Rejected-Finance L3 |
| Sl No | Description | Qty | Unit | ARJUN ENTERPRISES L1 | M/s Saloni Sales L3 | M/s Jitendra Enterprises L2 |
|---|---|---|---|---|---|---|
| 1.01 | Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated I or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required, 0.80 mm thick with zinc coating not less than 275 gm/m² (2x2x2.75x3.15-34.65 sqm) + (1x2.75x2.75-7.36 sqm)=42.21. sqm | 42.21 | m2 | 820 ₹34,612.20 | 850 ₹35,878.50 | 825 ₹34,823.25 |
| 1.02 | Earth work in excavation by mechanical means (Hydraulic excavator, manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil | 3.84 | m3 | 130 ₹499.20 | 150 ₹576 | 150 ₹576 |
| 1.03 | Supplying and iiling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete | 0.48 | m3 | 1,850 ₹888 | 2,000 ₹960 | 2,000 ₹960 |
| 1.04 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources) | 0.64 | m3 | 5,500 ₹3,520 | 6,000 ₹3,840 | 5,500 ₹3,520 |
| 1.05 | Brick work with common burnt clay F.P.S. Inon modular) bricks of class designation 5.0 in foundation and plinth in: Cement mortar 1:5 (1 cement: 6 coarse | 2.74 | m3 | 5,350 ₹14,659 | 6,000 ₹16,440 | 5,500 ₹15,070 |
| 1.06 | Brick work with common burnt clay F.P.S. (nom modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6(1 cement | 13.35 | m3 | 6,500 ₹86,775 | 7,000 ₹93,450 | 6,500 ₹86,775 |
| 1.07 | 12 mm cement plaster of mix (1:6) | 100.91 | m2 | 220 ₹22,200.20 | 250 ₹25,227.50 | 250 ₹25,227.50 |
| 1.08 | White washing with lime to give an even shade: New work (three or more coats) | 100.91 | m2 | 25 ₹2,522.75 | 25 ₹2,522.75 | 25 ₹2,522.75 |
| 1.09 | Neat cement puting | 23.76 | m2 | 55 ₹1,306.80 | 75 ₹1,782 | 55 ₹1,306.80 |
| 1.10 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:2:4 (1) cement: 2 coarse sand Izone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1.65 | m3 | 6,500 ₹10,725 | 6,500 ₹10,725 | 6,500 ₹10,725 |
Tender Value
Refer Docs
EMD Value
₹3,000
Closing Date
30 Jun 2025, 9:00 amClosed
PE ENM
PE ENM, AKKOCP
Fabrication of baseplate and fixed G I sheet type Rest shelter for pump house in view of safety of pump operator w.r.t Akkkocp, BnK Area
2025_CCL_338061_2
PE(EnM)/AKK OCP/e-tender/25-26/19
Open Tender
Electrical and Maintenance Works
6 days
AKKOCP
Please refer Tender documents.
3 documents required · 3 mandatory
₹3,000
19 Jan 2026
20 Jun 2025
1 Jul 2025
21 Jun 2025
30 Jun 2025
21 Jun 2025
21 Jun 2025 - 30 Jun 2025
Amount
Providing corrugated G.S. sheet roofing including vertical/curved surface fixed with polymer coated I or Lhooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required, 0.80 mm thick with zinc coating not less than 275 gm/m² (2x2x2.75x3.15-34.65 sqm) + (1x2.75x2.75-7.36 sqm)=42.21. sqm
Earth work in excavation by mechanical means (Hydraulic excavator, manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge. All kinds of soil
Supplying and iiling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:3:6 (1 Cement: 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with common burnt clay F.P.S. Inon modular) bricks of class designation 5.0 in foundation and plinth in: Cement mortar 1:5 (1 cement: 6 coarse
Brick work with common burnt clay F.P.S. (nom modular) bricks of class designation 5.0 in superstructure above plinth level up to floor V level in all shapes and sizes in: Cement mortar 1:6(1 cement
12 mm cement plaster of mix (1:6)
White washing with lime to give an even shade: New work (three or more coats)
Neat cement puting
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering-All work up to plinth level: 1:2:4 (1) cement: 2 coarse sand Izone-III) derived from natural sources: 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete
sheets (size, shape and pitch of corrugation as approved by Engineer-in-Charge) of total coated thickness 0.50mm (base metal of minimum 0,45mm thickness with total coating thickness of 0.05mm) with zinc coating 120 grams per sqm as per 15: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length. upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x 55 mm) with FPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
Fabrication and installation of baseplate for DSM-4 Pump With all electicals
Total impact of GST for the purpose of CTC
M/s Jitendra Enterprises (BID ID -1164279)
M/s Saloni Sales (BID ID -1164280)
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