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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical as per technical bid |
| 2 | Accepted-Technical | Accepted-Technical as per technical bid |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
12 May 2026, 3:00 pmClosed
SE BUNDELKHAND CIRCLE UPAVP JHANSI
SE BUNDELKHAND CIRCLE UPAVP JHANSI
CONST OF DRINKING WATER AND TOILETS AT GHS kumhedi veer AND CONST OF DRINKING WATER toilets extra classes AT GHS SIMARIYA CONST OF DRINKING WATER MULTIPURPOSE HALL AT GHSGAUNA KUSHMAND CONST OF DRINKING WATER AT GGIC MAHRONI GHS KALYANPURA SADU
2026_UPHDB_1141362_1
136/AC-9/12 DATE 16.04.2026
Open Tender
Civil Works
90 days
CONST OF DRINKING WATER AND TOILETS AT GHS kumhed
Please refer Tender documents.
4 documents required · 4 mandatory
₹5,310
EXECUTIVE ENGINEER CD BUNDELKHAND 01 UPAVP JHANSI
₹2.6 L
22 May 2026
24 Apr 2026
12 May 2026
24 Apr 2026
12 May 2026
24 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 | Item Code |
|---|---|---|---|---|---|---|
Boring, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-20 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) :300 mm dia piles | - | RM | - | - | BI01010001010000000000000515BI0100001113 | |
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 lift upto 1.5 m, as directed by Engineer-incharge. All kinds of sol 0.00 to 1.50M | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
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 lift upto 1.5 m, as directed by Engineer-in charge. 2.6.1 All kinds of soil 1.50 to 3.00 M | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 20 mm nominal size derived from natural sources) | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :Treatment 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. | - | SQM | - | - | BI01010001010000000000000515BI0100001113 | |
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 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). | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 5.1.2 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) | - | CUM | - | - | BI01010001010000000000000515BI0100001113 | |
Reinforced 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, excluding 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) | - | CUM | - | - | BI01010001010000000000000515BI0100001113 |
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