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Tender Value
Refer Docs
EMD Value
₹10,000
Closing Date
9 Sept 2026, 11:00 am
AEO Paschim Bardhaman Zilla Parishad
Paschim Bardhaman Zilla Parishad, Asansol
Construction of New shed at Kalisanko Harimandir under Kallya G P Within Salanpur Block in the District of Paschim Bardhaman For 2025-2026 Activity Code 123872060
2026_ZPHD_5020172_1
e-NIT-06 of 2026-2027
Open Tender
CIVIL WORKS
Percentage
90 days
Salanpur
Please refer Tender documents
4 documents required · 4 mandatory
₹2,000
₹10,000
25 Aug 2026
25 Aug 2026
11 Sept 2026
25 Aug 2026
9 Sept 2026
25 Aug 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 | Earthwork in excavation of foundation trenches or drain, in all sorts of soil (including mixed soil, but excluding laterite or sand stone) including removing spreading or stacking the spoils within a lead of 75 mtr. As directed. The item includes necessary shoring.[ Pg-1, It-2] | 10.37 | Cum | 119.27 | ₹1,236.59 |
| 2 | Single brick flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with powdered earth or local sand.[ Pg-14, It-1] | 51.02 | Cum | 324 | ₹16,530.48 |
| 3 | Cement concrete with graded jhama khoa (30mm size) excluding shuttering in ground floor in foundation (1:3:6) proportion.
[ Pg-23, It-1] | 4.93 | Cum | 4,701.3 | ₹23,168.01 |
| 4 | Brick work with 1st class bricks in cement morter (1:6), in superstructure, ground floor | 3.04 | sqm | 4,766.81 | ₹14,481.57 |
| 5 | 125mm thick brick work in cement morter (1:4), in ground floor. | 48.25 | sqm | 656.56 | ₹31,679.02 |
| 6 | Hire and labour charges for shuttering with centering and necessary staging upto 4 mtr hight using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams,columns, lintels curved or straight in ground floor.25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. [Pg-42,It-36] | 38.4 | cum | 321 | ₹12,326.4 |
| 7 | Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. Pakur Variety.
[As per attached analysis] | 7.82 | Cum | 5,284.94 | ₹41,312.38 |
| 8 | Reinforcement for reinforced concrete in all sorts of structure including distribution bars stirrups, binders, etc. including supply of rods initial straighteining and removal of loose rast cutting to requsite length. hooking and bending etc. all complete
Other than SAIL/TATA/RINL [As per attached analysis] | 0.55 | M.T | 54,517.29 | ₹30,093.54 |
| 9 | M.S. structural works with hollow sections (square or rectangular shape) conforming to IS: 806-1968 & IS:1161-1998) connected to one another with bracket, gusset, cleat as per design, drawing & direction of Engineer-in-Charge complete including cutting to requisite shape & size, fabrication including metal arc welding conforming to IS: 816-1969 & IS: 9595 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete The rate includes the cost of all M.S. Hollow section, all consumables such as electrodes, gas and hire charges of all tools and plants and labour reqired for execution and all incidental chages (such as electricity, labour insurance) etc. complete. Payment to be made on the basis of calculated weight of structural memebrs of MS Holow Section as specified in relevent IS code in finished work. Payment for gusset, bracket, cleat may be made by adding the actual weight of such items with weight of finished structural members. The rates are considered for a hight of erection 8 m. / 2nd floor level from the ground. Add 1.5 % extra over the rate for each additional floor or 4m. beyond the initial 8 m. or part thereof.For roof truss works a) Span up to 12 Mtr | 1.8 | Each | 72,316 | ₹1,30,168.8 |
| 10 | Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). | 51.3 | Each | 896 | ₹45,964.8 |
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