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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹58.3 LAccepted-Finance | ₹58.3 L | L-1 | Accepted-Finance Accepted |
| 2 | L-2₹58.4 LAccepted-Finance | ₹58.4 L | L-2 | Accepted-Finance Accepted |
| 3 | L-3₹62.4 LAccepted-Finance | ₹62.4 L | L-3 | Accepted-Finance Accepted |
| 4 | L-4₹64.8 LAccepted-Finance | ₹64.8 L | L-4 | Accepted-Finance Accepted |
| 5 | L-5₹67.8 LAccepted-Finance E 2 124 SECTOR 11 ROHINI NEW DELHI 110085 | NORTH WEST | DELHI | 110085 | ₹67.8 L | L-5 | Accepted-Finance Accepted |
Tender Value
₹92.6 L
EMD Value
₹1.9 L
Closing Date
1 Jul 2026, 3:00 pmClosed
Executive Engineer PWD SER-1
The Executive Engineer, PWD South East Road-1, Ishwar Nagar, New DELHI-110065
A/R and M/O PWD Roads under Sub Division South East Road-12 of Division South East Road - 1 during 2026-27. ( SH- Improvement of Area near Circle Office, Division Office and Sub-Division Office under Sub Division SER-12, Division South East Road-1
2026_PWD_294150_1
51/EE/SER-1/PWD/2026-27
Open Tender
Civil Works - Roads
60 days
Assistant Engineer, SER-12, Sukhdev Vihar, ND.
11 documents required · 11 mandatory
₹0
₹1.9 L
2 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 2026
1 Jul 2026
23 Jun 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 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m.
All kinds of soil. | 6,508.54 | sqm. | 34.15 | ₹2,22,266.64 |
| 2 | 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 (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 5.43 | cum. | 7,878.5 | ₹42,780.26 |
| 3 | Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450mm lon with 150x150x6mm M.S. plate welded at bottom and embedded 150mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450mm deep for the same in bitumen/concrete pavement at specified spacing. | 10 | Each | 929.8 | ₹9,298 |
| 4 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 : 1) Excess/ less cement used than specified in this item is payable/ recoverable separately.
All works up to plinth level:
M-10 grade plain cement concrete (cement content considered @ 220 kg/cum). | 128 | cum. | 8,479.5 | ₹10,85,376 |
| 5 | Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and 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 plain cement concrete work, excluding the cost of centering, shuttering and finishing, including cost of curing, 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 : 1) Excess/ less cement used than specified in this item is payable/ recoverable separately.
All works up to plinth level:
Concrete of M25 grade with minimum cement content of 300 kg /cum | 35 | cum. | 9,083.4 | ₹3,17,919 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights:
Foundations, footings, bases of columns, etc. for mass
concrete | 51 | sqm. | 392.15 | ₹19,999.65 |
| 7 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
Cement mortar 1:6 (1 cement : 6 coarse sand) | 23 | cum. | 7,132.25 | ₹1,64,041.75 |
| 8 | Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : (To be secured to the backing and the sides by means of cramps and pins which shall be paid for separately) :
Red sand stone - Exposed face machine cut and table rubbed with rough backing.
30 mm thick. | 7 | sqm. | 7,515.8 | ₹52,610.6 |
| 9 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.
In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works | 2,584.72 | Kg. | 172.6 | ₹4,46,122.67 |
| 10 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) :
25mm thick. | 264.9 | sqm. | 1,948.25 | ₹5,16,091.42 |
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