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Tender ID
Tender Value
₹30.6 L
EMD Value
₹72,500
Closing Date
22 Apr 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
D/o Village (C/o Library/Chaupal in Village Dostpur Mangroli) Noida
2026_NOIDA_1134528_1
63/GM(C)/SM-WC-09/ET/2025-26
Open Tender
Civil Works
Fixed-rate
90 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,124
NOIDA
₹72,500
8 Apr 2026
8 Apr 2026
23 Apr 2026
8 Apr 2026
22 Apr 2026
8 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 |
|---|---|---|---|---|---|
| - | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.In cement mortar | - | cum | - | - |
| - | Removing mortar from bricks and cleaning bricks including stacking within a lead of 50 m (stacks of cleaned bricks shall be measured): From brick work in cement mortar | - | 1000 Nos | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means over areas ( exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth. lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. The contractor has detect Different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation only after getting permission of Engineer-in-charge All kinds of soil | - | cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. The contractor has to detect diffrent utilities like sewar line ,Water supply line ,Electric cable,Telephone cable, Gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of engineer in charge All kinds of soil. | - | cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:5:10 (1 cement : 5 coarse sand (Zone-III) drived from natural sources : 10 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| - | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level | - | cum | - | - |
| - | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-charge. (Note :- Cement content considered in this item is @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works above plinth level upto floor V level | - | cum | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete. | - | sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts. | - | sqm | - | - |
| - | Centering and shuttering including strutting, propping etc. and removal of form for:Lintels, beams, plinth beams, girders, bressumers and cantilevers. | - | sqm | - | - |
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BOQ_2117997.xls
BOQ • 0.30 MB
Capability.xls
Additional Documents • 0.05 MB
TD.pdf
Tender Documents • 5.19 MB
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