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Tender Value
₹44.7 L
EMD Value
₹89,360
Closing Date
24 Jun 2026, 6:00 pm
Executive Officer Dei
NAGAR PALIKA DEI
AS PER TENDER DOCUMENTS
2026_DLB_568009_2
Civil 551
Open Tender
Civil Works
180 days
DEI
Please refer Tender documents.
2 documents required · 2 mandatory
₹500
Tendar fee payble EO Dei
₹89,360
Yes
15 Jun 2026
15 Jun 2026
25 Jun 2026
15 Jun 2026
24 Jun 2026
15 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 | Item Code |
|---|---|---|---|---|---|---|
| 2 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, ncluding 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 Footing | 163.2 | Cum | 229.5 | ₹37,454.4 | 1 |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:5:10 (1 cement : 5 fine/ coarse sand : 10 graded stone aggregate 40 mm nominal size) Footing | 27.2 | Cum | 4,330 | ₹1,17,776 | 2 |
| 4 | Random rubble masonry with hard stone in foundation and plinth : Cement mortar 1:6 (1 cement : 6 coarse sand) | 114 | Cum | 4,860 | ₹5,54,040 | 3 |
| 5 | Providing and laying damp-proof course with cement concrete grade M-15 (1 : 2 : 4) mortar prepared with 1% solution of water-proof compound complete as per specification . including Providing/mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar.50mm thick. | 152 | SQM | 445 | ₹67,640 | 4 |
| 6 | Cement plastering including T&P, scaffolding, material and complete labour, including cost of water, curing, racking of joints etc. with 12 mm cement plaster of mix : including Providing /mixing of synthetic fibers compulsorily complying with IS 16481:2022 of 06 mm/12 mm length to be mixed @ 0.25% by weight of Cement i.e. 125 gms per 50 kg Cement up to 900 gms per cum of Concrete/ mortar1:6 (1 cement : 6 fine/ coarse sand) | 300 | SQM | 213.5 | ₹64,050 | 5 |
| 7 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 ( 1cement : 5 coarse sand) with joints finished flush.Red sand stone | 272 | SQM | 783 | ₹2,12,976 | 6 |
| 8 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level :1:1½:3 (1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal size). Dhakan for repair | 27.2 | cum | 5,910 | ₹1,60,752 | 7 |
| 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 stringers, treads, landings etc. of stair cases including use of chequered plate wherever required, all complete. | 800 | KG | 113.5 | ₹90,800 | 9 |
| 10 | Earth work in excavation in foundation, trenches etc. including dressing of sides and ramming of bottoms, ncluding 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 | 395.89 | Cum | 229.5 | ₹90,856.75 | 10 |
| 11 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm,aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than
10 Mpa at 7 days, mixed in concrete mixer, laid manually,
compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion | 263.93 | Cum | 2,955 | ₹7,79,913.15 | 11 |
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