Loading
Loading…
Loading…
Tender Value
₹87.7 L
EMD Value
₹1.8 L
Closing Date
8 Oct 2026, 10:00 am
Executive Officer
Gangasagar, New Administrative Building, GBDA, Gangasagar Coastal
Construction of PCC road from Gurupada Patras house to Shreepati Kayals house, Via Sanatan Mondals house, Sambhu Kandars house and Gurupada Mondals house, Mouza Shibpur of Fraserganj Gram Panchayet, P.S Namkhana under GBDA, Dist.South 24
2026_GBDA_1042498_1
EO_GBDA_139_2025-26
Open Tender
CIVIL WORKS
Percentage
135 days
NAMKHANA
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,500
₹1.8 L
18 Sept 2026
18 Sept 2026
10 Oct 2026
18 Sept 2026
8 Oct 2026
18 Sept 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 | Labour for taking out brick-on-end edging including removing debris to flank or berm sorting out serviceable materials and stacking. | 460 | Metre | 7.91 | ₹3,638.6 |
| 2 | Labour for taking out old soling
edging including removing debris
(b) Double flat soling | 516.5 | Sq.M | 17.2 | ₹8,883.8 |
| 3 | 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.
2.6.1. All kinds of soil | 38.88 | Cum | 211.54 | ₹8,224.68 |
| 4 | Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row
Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD.
(F) 600 mm dia | 21.6 | Mtr. | 3,580.07 | ₹77,329.51 |
| 5 | Bamboo Pile Walling made of 6.5cm to 7.5cm dia bamboo (in single line) driven about half-length into ground at very close spacing of 30cm c/c side by side, with stout stays at an interval of 90cm fixed with bamboo post of length 1.25m driven 1m below G.L., 3 nos. of half split bamboo runner of same dia fitted and fixed with nails etc. and lining exposed portion with sheets made from Darma mat fitted and fixed with a lap width of 100 mm at each joint, complete as per direction including the cost of drum sheets and including the cost of nails, wires etc.
(ii) With bamboos of length above
2.00m and upto 2.50m | 570 | metre | 746.07 | ₹4,25,259.9 |
| 6 | Eucalyptus bullah walling with earth filled bags 1.30m (av.) high of 10cm. dia and 3.6m long bullah pin @
0.375 mtr. c/c bullah walling of
2.7m (av) below G.L. including fitting, fixing 3 nos. of 10 cm dia bullah as runner providing 1.80 mtr. long 10.0 cm dia bullah as tie bar @
2.25 mtr c/c and 10.0 cm dia. and
3.0 mtr. long bullah as tie post @
2.25 mtr. c/c driven @ 2.5 m below
G.L. and walling with filling empty cement bags with earth and placing them in position including tying or
sewing mouth including cost of thread including cost of all materials and two coat of coal tarring to all Eucalyptus bullah etc. complete including the cost of materials as per direction. | 570 | Mt. | 3,443.03 | ₹19,62,527.1 |
| 7 | Excavation for Structures Earth work in excavation of foundation of structures as per
drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material (Reference to MORT&H's specification 304).
(Manual means & Depth upto 3.0m.) 1.(I)Ordinary soil | 173.25 | Cum. | 147.9 | ₹25,623.68 |
| 8.1 | a) Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers
not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 and for all lift. | 34.65 | Cum | 233.59 | ₹8,093.89 |
| 8.2 | b) Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. | 98.4 | Cum | 834.86 | ₹82,150.22 |
| 8.3 | c) Earth work in excavation by
mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm | 450.05 | Cum | 310.23 | ₹1,39,619.01 |
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 4.17 MB
BOQ_2558708.xls
BOQ • 0.38 MB
TENDERDOCUMENTS.pdf
Tender Documents • 0.75 MB
WBF_2911.pdf
Tender Documents • 0.88 MB
DECLARATION.pdf
Tender Documents • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .