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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
₹33.3 L
EMD Value
₹66,610
Closing Date
30 Oct 2026, 4:30 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, BPPD-I, EandAM SECTOR, KMDA
OFFICE OF THE EXECUTIVE ENGINEER BPPD-I, EandAM SECTOR, KIT MARKET COMPLEX 2ND FLOOR, JADAVPUR, KOLKATA-700032
Construction of Sheds by MS hollow section and Al-Zn sheet over existing seats at RabindraSarobar
2026_KMDA_1046415_1
KMDA/CIVIL/EE/BPPD-I /EandAM/11of 2026-27
Open Tender
CIVIL WORKS
Percentage
60 days
Rabindra Sarobar
Please refer Tender documents.
6 documents required · 6 mandatory
₹0
₹66,610
14 Oct 2026
14 Oct 2026
2 Nov 2026
14 Oct 2026
30 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 | 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. | 7.5 | Cum | 119.27 | ₹894.53 |
| 2 | Filling in foundation or plinth by silver sand in layers not exceeding 150mm as directed and consolidating the same by thorough saturation with water,ramming complete including the cost of supply of sand(payment to be made on measurement of finished quantity) | 0.75 | Cum | 936.21 | ₹702.16 |
| 3 | Single Brick Flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. | 10 | Sqm | 361 | ₹3,610 |
| 4 | Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. | 10 | Sqm | 24 | ₹240 |
| 5 | Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety | 7.5 | Cum | 5,070.4 | ₹38,028 |
| 6 | Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (upto roof of ground floor)
(When the height of a particular floor is more than 4 m the equivalent floor height shall be taken as 4 m and extra for works beyond the initial 4 m ht. shall be allowed under 12 (e) for every 4 m or part thereof)
(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. | 40 | Sqm | 335 | ₹13,400 |
| 7 | 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.
i) For roof truss works, a) Span up to 12 Mtr | 29.41 | M.T. | 72,316 | ₹21,26,722.44 |
| 8 | 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). (i) In Roof:- a) With 0.5 mm thick sheet | 556.6 | Sqm | 787 | ₹4,38,044.2 |
| 9 | Aluminium sheet ridging fitted with self tapping screws, EPDM washers etc complete.(Minimum 225mm end lapping). (A) 300 mm lapping each way ,(a) With 0.71 mm sheet | 142 | Mtr. | 394 | ₹55,948 |
| 10 | Plaster(to wall,floor,ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding, staging where necessary( ground floor). [ Excluding cost of chipping over concrete surface ]
(b) Ground Floor Plaster to outside wall (15mm,1:6) | 58 | Sqm | 148.53 | ₹8,614.74 |
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