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| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical FATULLAPUR P O P S NIMTA KOLKATA 700049 WEST BENGAL INDIA | 24 PARAGANAS NORTH | WEST BENGAL | 700049 | Accepted-Technical Document Proper |
| 2 | Accepted-Technical | Accepted-Technical Document Proper |
| 3 | Accepted-Technical 159B M G ROAD HARIDEVPUR KOLKATA WEST BENGAL 700082 UDYAM WB 10 0018308 | KOLKATA | WEST BENGAL | 700082 | Accepted-Technical Document Proper |
Tender Value
₹3.1 L
EMD Value
₹6,181
Closing Date
3 Jul 2026, 2:00 pmClosed
Executive Engineer,PWD
Executive Engineer,PWD Chawkbazar, Hooghly
Installation of Drop Gates at Pallishree More and Kalipur More for additional protection of height barriers on Kalipur Bridge and construction of temporary staying rooms for duty personnel, Arambagh under Hooghly Construction Sub Division I, PWDte, u
2026_WBPWD_5015852_5
WBPWD/EE/HCD/ NITe-06 of 2026-2027
Open Tender
CIVIL WORKS
Percentage
7 days
Hooghly
Please refer Tender documents.
4 documents required · 4 mandatory
₹6,181
Yes
14 Jul 2026
22 Jun 2026
6 Jul 2026
26 Jun 2026
3 Jul 2026
26 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 | Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing,
spreading or stacking the spoils within a lead of 75 m.
as directed. The item includes necessary trimming the
sides of trenches, levelling, dressing and ramming the
bottom, bailing out water as required complete.
(a) Depth of excavation not exceeding 1.500 mm | - | Cum | 119.27 | - |
| 2 | Ordinary Cement concrete (mix 1:11/2.3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety | - | Cum | 5,668.36 | - |
| 3 | M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. III) For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m | 0.8 | MT | 75,266 | ₹60,212.8 |
| 4 | Supplying, fitting and fixing G.I. pipes of TATA make with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted with holder bats clamps, including cutting pipes, making threads, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will
be made seperately) (A) For Exposed Work 80 mm dia. medium quality | - | Mtr | 818 | - |
| 4.1 | (i) 100 mm dia. medium quality | - | Mtr | 1,033 | - |
| 5 | Strong bamboo posts, posts plates, rafters, ties etc. fitted and fixed complete with coir rope or nails as directed. (Embedded portion of posts shall also be
paid for against this item cost of digging hole and repacking being paid for seperately) :
(a) 75 mm. dia bamboo | - | Mtr | 50 | - |
| 6 | Galvanised plain sheet works (excluding supporting
framework) fitted and fixed with 6 mm. dia J or L hook-bolts and nuts, sheet-bolts, limpet and bitumen washers and putty with 150 mm. end lap & 50 mm minimum side lap complete. (b) In wall: with 0.63 mm. sheets. | - | Sqm | 438 | - |
| 7 | (a) Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. | - | Sqm | 29 | - |
| 8 | (A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary :
On steel or other metal surface : With super gloss (hi-gloss) - (ii) Two coats (white in shade) | - | Sqm | 77 | - |
| 9 | Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of
machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision).
(ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) i) On Bituminous Surface
(Using Bitumen Emulsion at the rate of 0.20 to
0.30 kg per sqm.) | - | Sqm | 9.44 | - |
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