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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
₹4.5 L
EMD Value
₹9,073
Closing Date
29 Oct 2026, 1:00 pm
Eligibility, documents, scope, Go/No-Go checksEligibility, required documents, scope of work and Go/No-Go checks for this tender, in one click.
EE/ MBD
Office of the EE/ MBD, Tinbatti, Siliguri
Maintenance and repair Distributary 1 and Distributary 2 of MMC prior to Boro Irrigation under MBSD I in Block and P.S Phansidewa, Dist Siliguri during the year 2026 27
2026_IWD_5079787_4
WBIW/EE/MBD/NIT No- 01(e)/ 2026-27
Open Tender
CIVIL WORKS
Percentage
30 days
Lal das
Please refer Tender documents.
6 documents required · 6 mandatory
₹9,073
Yes
14 Oct 2026
14 Oct 2026
30 Oct 2026
14 Oct 2026
29 Oct 2026
14 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 | Cutting and clearing jungles including shrubs, water weeds, bushes, trees, plants, upto 30 cm. girth including removing as directed by Engineer-in-charge. | 1,13,742.86 | sqm. | 2.38 | ₹2,70,708.01 |
| 2 | Cast-in-situ cement concrete blocks or lining units as per designed section and specification,inominal mix proportion 1:1.5:3 (corresponding to M20 Grade) with well graded 20mm down stone metal aggregate, laid in position by casting in alternative panels or otherwise to keep a gap of 12mm between the adjacent units, over a layer of polythene sheet of thickness not less than 100 µm to act as a separator between the bottom surface of the block and the sand cushion/filter material laid below the blocks, including dressing, ramming, shuttering, finishing the exposed surface by trowel without adding any additional cement and sand mortar, curing and filling the gaps between the adjacent units by 5.6mm down coarse aggregate to be compacted properly, with all leads and lifts including supply and carriage of all materials, complete, without the cost of sand cushion/filter.
(The rate is exclusive of the cost of stone aggregate and its carriage upto site. Construction wing has to add the cost of same from the SoR of PW (Roads) to derive the consolidated rate. Consumption chart of the USoR may be used for assessing the quantity of coarse aggregates per cum of concrete).
With Stone Aggregate (Pakur, North Bengal or Rajmahal varieties) | 3.25 | cum. | 6,607.88 | ₹21,475.61 |
| 3 | Supplying, dressing and stacking at site bamboo pins above 5 cm. diameter and upto 7.5 cm. diameter. (Dia. to be measured at mid length). | 616 | Mtr. | 34.56 | ₹21,288.96 |
| 4 | Driving bamboo pins in standing or flowing water including scaffolding and driving appliances.
(a) Where boats are not necessary. | 616 | Mtr. | 13.11 | ₹8,075.76 |
| 5 | Supplying, fitting and fixing with iron nails half split bamboo wailing pieces (av. dia. of bamboo not less than 5.0 cm.) | 184 | Mtr. | 26.22 | ₹4,824.48 |
| 6 | Supplying to site empty cement polythene bags (capacity 50kg) in good condition including stacking, incedental charges etc. all complete .(capacity 50 kg) | 789 | each | 7.15 | ₹5,641.35 |
| 7 | Labour charges for filling empty cement gunny bag / polythene bag (capacity 50 kg) with all kinds of earth (wet or dry), sand or agreegates(stone / brick) and sewing as done in case of cement bags ,(tying with a knot after filling will not be accepted ) , and stacking within a lead of 30 metre as per direction of Engr-in-charge (cost is excluding the cost of any types of filling materials).
NB:- Volume of earth/ sand filled bags should not be less than 0.028 cum/ bag. | 789 | Each bag | 8.34 | ₹6,580.26 |
| 8 | Dumping in position earth / sand filled gunny / poly bags (capacity 50 kg) within a lead of 30 metre inclusive of all lifts in standing or flowing water with or without boats inclusive of placing with all leads and lifts complete as per direction of engineer in charge.(Filled weight not less than 30 kg,) (Measurement to be taken in stacks) | 789 | Each bag | 3.58 | ₹2,824.62 |
| 9 | Earthwork from borrow pits over existing embankment or for repairs to embankment, closing breaches etc. within an initial lead of 30 metre and lift of 1.50 metre including breaking clods and depositing the same in layers not exceeding 25 cm. and rough dressing etc. complete as per profile. | 22.09 | cum. | 96.54 | ₹2,132.57 |
| 10 | Earthwork in excavation in the canals / drainage channels / borrow pits / River bed / slope of bank as noted below as per designed section & throwing the spoils in layers of 25 cm. for making banks as per profile or to deposit the same in any other place within an initial lead of 30 metre and initial lift of 1.5 metre including breaking clods, rough dressing etc.complete as per direction of the Engineer-in-charge.
(a) Ordinary soil / local soil / soil mixed with moorum or kankar / silt, dry or moist / slushy silt / sticky soil. | 847.33 | cum. | 129.91 | ₹1,10,076.64 |
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