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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹21.6 LAdmitted-Finance | -0.50% | ₹21.6 L | L1 | Admitted-Finance |
| 2 | L2₹22.1 L+₹43,482.96 (2.01%)Admitted-Finance | +1.50% | ₹22.1 L+₹43,482.96 (2.01%) | L2 | Admitted-Finance |
Tender Value
₹21.7 L
EMD Value
₹43,480
Closing Date
27 Apr 2026, 5:00 pmClosed
EXECUTIVE OFFICER
OFFICE OF THE MUNICIPAL BOARD PILANI
Construction of RCC sewer pipes and chambers from Sajjans house to the Asana Johad drain in Ward No 35
2026_DLB_552036_2
NPPILANI/VIKAS/2026-27/191
Open Tender
Civil Works
Percentage
150 days
PILANI
Please refer Tender documents.
3 documents required · 3 mandatory
₹500
EXECUTIVE OFFICER
₹43,480
Yes
29 Apr 2026
15 Apr 2026
28 Apr 2026
15 Apr 2026
27 Apr 2026
15 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 |
|---|---|---|---|---|---|
| 1 | Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer. | - | Cum | - | - |
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, including getting out the excavated material, refilling after laying pipe/ foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of Engineer for following depths, below natural ground / Road top level. In all types soils/ saturated soil such as moorum, sand, sandy silt, clay, black cotton soil, kankar, etc. Depth upto 1.5 m | - | Cum | - | - |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level : 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | - | - |
| 4 | Carriage ofmaterials bymanual labourincluding loading,unloading andstacking for leadless than 5 Km | - | Cum | - | - |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level 1:4:8 (1 Cement : 4 fine/ coarse sand : 8 graded stone aggregate 40 mm nominal size). | - | Cum | - | - |
| 6 | R.C.C. pipes NP3 class 700 mm dia | - | Rm. | - | - |
| 7 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.PCC M-20 | - | Cum | - | - |
| 8 | Constructing masonry Chamber 90x90x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded
stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement
mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design :With F.P.S. bricks | - | EACH | - | - |
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