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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC | ₹13.7 L | L1 | Accepted-AOC Qualified |
| 2 | L2₹14.0 LRejected-Finance | ₹14.0 L | L2 | Rejected-Finance Not Qualified |
| 3 | L3₹14.1 LRejected-Finance | ₹14.1 L | L3 | Rejected-Finance Not Qualified |
Tender Value
₹14.5 L
EMD Value
₹1.3 L
Closing Date
6 Apr 2026, 12:00 pmClosed
E.E. C.D. (Building) PWD Jhansi
Office of the E.E. C.D. (Building) PWD Jhansi
Construction of one additional room each for upgrading the health sub-centres as Health and Wellness Centres in village Mathurapura Rund Bailora Durgapur and village Garhiya of Block Babina of district Jhansi in the financial year 2025-26
2026_CEJNS_1131711_1
425/Nivida-Prakashan/2025-26 Date 24.03.2026
Open Tender
Civil Works - Buildings
90 days
JHANSI
Please refer Tender documents.
3 documents required · 3 mandatory
₹944
₹1.3 L
Yes
Office of the E.E. C.D. (Building) PWD Jhansi
13 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
6 Apr 2026
30 Mar 2026
4 Apr 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth, 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m,as directed by Engineer-in-Charge. All kinds of soil | |||||
| 2Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor : : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration. | |||||
| 31:4:8(1 cement : 4 fine sand derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources. | |||||
| 4Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws. | |||||
| 5Providing and fixing Pre-laminated flat pressed 3 layer (medium density) particle board or graded wood particle board IS : 3087 marked, with one side decorative and other side balancing lamination Grade I, Type II exterior grade IS : 12823 marked, in shelves with screws and fittings wherever required, edges to be painted with polyurethane primer (fittings to be paid separately). 18 mm thick | |||||
| 6Brick work with nonmodular fly ash bricks confirming to IS:12894, class designation 10 in foundation. Cement mortar 1:6 (1 cement : 6 coarse sand) | |||||
| 7Providing and laying in position specified grade of reinforced cement concrete, including the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
| 8Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | |||||
| 9Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to a lead of 5 km, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc., complete. | |||||
| 10Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, including cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | |||||
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