Tender For Construction Work Of Leakage, Seepage, Drain, Cover Grill, Open Duct Masonry, Grill, Speed Breaker, Bench And Swimming Pool In The Basement Of Shastripuram Heights Of Shastripuram Scheme.
Tender Value
Ref. Documents
Estimated cost
Bid Submission
17 Nov 2026
10 days left
EMD
1.47 Lakhs
Bank guarantee accepted
Document Fee
5900
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Agra → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Work Of Leakage, Seepage, Drain, Cover Grill, Open Duct Masonry, Grill, Speed Breaker, Bench And Swimming Pool In The Basement Of Shastripuram Heights Of Shastripuram Scheme.
BOQ
| Sl. No. | Item Description |
| 1 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge DSR (2023-2024) 16.83 |
| 2 | 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 on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. (DSR-2023/2.8.1) |
| 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:4:8 (1 Cement : 4 coarse sand (zone-lll) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR (2023-2024) 4.1.8 |
| 4 | Providing and laying in position ready mixed or site batched design mix and fine aggregate derived from natural sources, Portland Pozzolana/ Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. Concrete of M20 grade with minimum cement content of 270 kg /cum DSR (2023-2024) 4.20.1.3 |
| 5 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. (Old CC paver blocks shall be supplied by the department free of cost) DSR (2023-2024) 16.84 |
| 6 | Providing and fixing of expansion joint system related with floor location as per drawings and direction of Engineer-In-Charge. The joints system will be of extruded aluminum base members, self aligning / self centering arrangement and support plates etc. as per ASTM B221-02. The system shall be such that it provides floor to floor /floor to wall expansion control system for various vertical localtion in load application areas that accommodates multi directional seismic movement without stress to it’s components. System shall consist of metal profiles with an universal aluminum base member designed to accommodate various project conditions and finish floor treatments. The cover plate shall be designed of width and thickness required to satisfy projects movement and loading requirements and secured to base members by utilizing manufacturer’s pre-engineered self- centering arrangement that freely rotates / moves in all directions. The Self - centering arrangement shall exhibit circular sphere ends that lock and slide inside the corresponding aluminum extrusion cavity to allow freedom of movement and flexure in all directions including vertical displacement. Provision of Moisture Barrier Membrane in the Joint System to have watertight joint is mandatory requirement all as per the manufactures design and as approved by Engineer -in- Charge. (Material shall conform to ASTM 6063). Floor Joint of 150 mm gap DSR (2023-2024) 5.44.2 |
| 7 | Providing and laying in situ five course water proofing treatment with APP (Atactic Polypropylene) modified Polymeric memberane over roofconsisting of first coat of bitumen primer @ 0.40 litre per sqm, 2nd & 4thcourses of bonding material @ 1.20 kg/sqm, which shall consist of blowntype bitumen of grade 85/25 conforming to IS : 702, 3rd layer of roofingmembrane APP modified Polymeric membrane 2.0 mm thick of 3.00 Kg/sqm weight consisting of five layers prefabricated with centre core as 100 micron HMHDPE film sandwiched on both sides with polymeric mix and the polymeric mix is protected on both side with 20 micron HMHDPE film. 5th, the top most layer shall be finished with brick tiles of class designation 10 grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compound by weight of cement over a 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat (item of laying brick tiles shall be paid for separately). DSR (2023-2024) 14.87 |
| 8 | Brick work with common burnt clay machine moulded perforated bricks of class designation 12.5 conforming to IS: 2222 in superstructure aboveplinth level up to floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) : With F.P.S.(non modular) bricks DSR (2023-2024) 6.3.1 |
| 9 | 12 mm thick cement plaster in single coat on side of single or half brick wall for interior & outer plaster upto floor two level including internal rounded angles chamfers and rounded angles not exceeding 80mm in girth and finishes even and smooth.(1cement : 4 Coarse sand) (DSR-2023/13.4.1) |
| 10 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. DSR (2023-2024) 13.80 |
| 11 | Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre DSR (2023-2024) 13.41.1 |
| 12 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works (DSR-2023/10.25.2) |
| 13 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : 13.61.1 Two or more coats on new work (Item No. 13.61.1 DSR 2023) |
| 14 | Providing & fixing UV stabilised fiberglass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated ‘J’ or ‘L’ hooks, bolts & nuts 8 mm dia. G.1 plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified. 2 mm thick corrugated (2.5” or 4.2” or 6”) or step-down (2” or 3” or 6” ) as specified (DSR 2023-2024) 12.47.1 |
| 15 | Supply & fixing of MS benches including cost of benches (shape & size attached with estime) fixing the wave slide including excavation PCC 1:4:8 cement, coarse sand and 40 mm nominal grit with CC 1:2:4 cement, coarse sand and 20 mm guage stone grit including all material & labour required fixing and orienting etc all complete under the direction of the E/I. Sanctioned Rate. |
| 16 | S/F of Hikvision DS-TMG420 Boom barrier supports manually, remote opening boom pole 4 Mtr. all complete with labour, T & P etc. as per direction of E./lc. including one year warranty with maintenance. (LMR) |
| 17 | Providing & Fixing of modified thermoplastic polymer Rubberized speed breaker size 500 x 380 x 50 mm with end cap size 205 x 380 x 50 mm with weight 8.5 kg and 4.40 kg respectively speed breakers are fixed with Anchor fastner size 10 x 75 mm as persite requirement. (Analysis of Rate) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 06, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 10 daysNov 18, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 11 daysTender Documents
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