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Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
Tender Value
₹14.4 Cr
EMD Value
₹24.4 L
Closing Date
27 Oct 2026, 12:00 pm7d left
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
SE PMGSY Circle PWD Bareilly
OFFICE OF SE PMGSY Circle PWD Bareilly
New construction work of Residential Buildings in the Sadar Tehsil of District Shahjahanpur.
2026_CEPMG_1195904_1
3470/34Bhawan(Non EPC)/2026
Open Tender
Civil Works - Buildings
Percentage
548 days
Shahjanpur
Please refer tender document
3 documents required · 3 mandatory
₹2,354
₹24.4 L
OFFICE OF SE PMGSY Circle PWD Bareilly
13 Oct 2026
13 Oct 2026
27 Oct 2026
13 Oct 2026
27 Oct 2026
13 Oct 2026
24 Oct 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 |
|---|---|---|---|---|---|
| 1 | Civil Work
Boring with hydraulic piling rigs with power units, Providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 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) : 450 mm dia piles | 6,952.49 | RM | 2,927.72 | ₹2,03,54,944.02 |
| 2.1 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge.Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing.
Note: 2. Testing agency shall submitt the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity (i) Initial test (Test Load 2.5 times the Safe
capacity) | 4 | NOS | 37,886.78 | ₹1,51,547.12 |
| 2.2 | (ii)Routine test (Test Load 1.5 times the Safe
capacity) | 7 | NOS | 13,580.21 | ₹95,061.47 |
| 3 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron ‘Y’ shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5 mm thick) wire of high tensile strength of 165 kg/ sq. mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 218.12 | RM | 259.95 | ₹56,700.29 |
| 4.1 | 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 (a)In all kind of soil upto 1.5m depth | 1,359.03 | CUM | 122.78 | ₹1,66,862.19 |
| 4.2 | (b)In all kind of soil upto 1.5m to 3.0m depth | 215.22 | CUM | 211.88 | ₹45,600.81 |
| 4.3 | (c)In all kind of soil upto 3.0 m to 4.50m depth | 103.84 | CUM | 298.2 | ₹30,965.68 |
| 4.4 | (d)In all kind of soil upto 4.50 m to 6.00m depth | 47.43 | CUM | 473.62 | ₹22,463.8 |
| 5 | Earth work in excavation by mechanical means (Hydraulic excavator) / in manual means in foundation trenches or drains (not exceeding 1.5 m
width or 10 sqm on plan), including dressing of sides and ramming of
bottoms, for all lift, including getting out the excavated soil and disposal
of surplus excavated soil as directed, within a lead of 50 m. | 45.23 | CUM | 180.06 | ₹8,144.11 |
| - | 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. | 606.33 | CUM | 484.55 | ₹2,93,797.2 |
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