Short dated tender - Tender For Construction Of Baba Sahab Ambedakar Ji Plateform And Interlocking Floor At Ambedakar Park, Vill.-Nagla Fateh (Pondari), Block-Awagarh, Distt.-Etah.
Tender Value
12.60 Lakhs
Estimated cost
Bid Submission
29 Oct 2026
1 days left
EMD
13000
Bank guarantee accepted
Document Fee
1180
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
Short dated tender - Tender for Construction Of Baba Sahab Ambedakar Ji Plateform And Interlocking Floor At Ambedakar Park, Vill.-Nagla Fateh (Pondari), Block-Awagarh, Distt.-Etah.
BOQ
| Sl. No. | Item Description |
| 1 | Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions, lead upto 50 m and lift upto 1.5 m : All kinds of soil D.S.R. Item No. 2.2.1 1 |
| 2 | Providing & laying cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)D.S.R. Item No. 4.1.8 |
| 3 | Brick work in foundation 1st class b/work in 1:4cement and couarse sand mortar in fdn and plinth incl. supply of all materials, labour and t& P required for proper completion of the work D.S.R. Item No. 6.2.1 |
| 4 | Brick work in SUPER STRUCTURE in 23 cm thk wall with 1:4 cement and coarse sand incl. all materials labour annd t&p etc. for proper completion of work. Ground Floor D.S.R. Item No. 6.4.1 |
| 5 | Excavating, supplying 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 trenches, plinth, sides of foundation etc. complete. D.S.R. Item No. 2.25(a) |
| 6 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources and using recycled concrete aggregate (RCA) as coarse aggregate and fine aggregate within permissible utilization of 20% each, 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, finishing and reinforcement 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 specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.All works upto Plinth level D.S.R. Item No. 5.33.1.1 |
| 7 | All works above plinth level upto floor V level D.S.R. Item No. 5.33.2.1 |
| 8 | All works above plinth level upto floor V level D.S.R. Item No. 5.33.2.1 |
| 9 | S&F Mild steel or iron in plain work such as reinforced concrete and reinf. b/work (when not included in overall rate) wrougt to required shape as necessary Including bending for proper completion of work and incl supply of all steel and wastage and overlapping and hook D.S.R. Item No. 5.22.1 |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundation, footing, bases of columns etc. for mass concrete DSR 5.9.1 |
| 11 | Columns, Pillars, Piers, Abutments, Posts and Struts D.S.R. Item No. 5.9.6 |
| 12 | Lintels, beams, plinth beams, girders, bressumers and cantilevers D.S.R. Item No. 5.9.5 |
| 13 | Suspended floors, roofs, landings, balconies and access platform D.S.R. Item No. 5.9.3 |
| 14 | P/L of Brick Coba average 12 cm thick laid with M 150 class brick bat coba 7.50 cm thick with gap of 15 mm to nos other, over 20 mm thick bace of cement morter 1:4 cement and coarse sand mixed with water proofing compound spreading cement siurry mixed with aerelic cement concrete water proofing compound filled gaps of coba & top of coba mortar mixed with water proofing compound in 1 ; 4 cement and coarse sand mortar finished smooth top mashed faise square 30 cm X 30 cm & side wall parapet shall be monotythic plaster wall upto 30 cm higher & juction & corner shall be rounded by brick ballast cement and coarse sand masonary coba with top finished with acitic water proofing compound@ 2 % by weight& including supply of all materials,labours and T&P etc complete for proper completion of the work . rates for 3rd level DSR Item No. 22.7.1 |
| 15 | 12 mm thk plaster (1:4) with cement & Coarse Sand Ground Floor D.S.R. Item No. 13.4.1 |
| 16 | 15 mm cement plaster on rough side of single or half brick wall of mix: 1:4 (1 cement: 4 coarse sand) D.S.R. Item No. 13.5.1 |
| 17 | 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.D.S.R. Item No. 13.80 |
| 18 | Chequerred precast cement concrete tiles 22 mm thick in footpath &courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete, on 20mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Medium shade pigment using 50% white cement 50% Grey cement. 11.20.2 |
| 19 | Providing and laying Vitrified tiles in floor in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacturer, in all colours and shade, laid on 20 mm thick cement mortar 1:4 (1 cement: 4 coarse sand) jointing with grey cement slurry @3.3 kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only . Laying of tiles will be done with the notch trowel, plier, wedge, clips of required thickness, leveling system and rubber mallet for placing the tiles gently and easily. Glazed vitrified floor tiles polished finish of size 600x1200mm D.S.R. Item No. 11.41A.2.2 |
| 20 | Wall painting (Doule coat) withpremium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less tha 50grams/litre of approved brand and manufacture, including applying additinal coats wherever required to achieve even shade and colour D.S.R. Item No. 13.83.2 |
| 21 | Finishing walls with textured exterior paint of required shade : New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm. D.S.R. Item No. 13.45.1 |
| 22 | P/F 75mm dia P.V.C. pipes ISI mark (Use as Rain Water) |
| 23 | Add Electrification 5% |
| 24 | S/Fixing of Sign. Board |
| 25 | M 150 Brick work in 1:6 cement and coarse sand mortar in foundation and plinth including supply of all materials labour T & P etc. required for proper completion of the work. |
| 26 | Earth filling in plinth including supplly of necessary quantity of each. Including watering, ramming and dressing etc. rate to including cost of earth (from a distane of 5 Km) labour and T&P etc.required for proper completion of work (as per analysis)(S.I. No. 231A) |
| 27 | Granular sub-base with coarse graded material |
| 28 | Supply & Laying of I shaped precast Interlocking tiles of thockness 60 to 100mm (Compressive strength not less then 30Mpa and weight 4.50Kg) Including 25mm thick local sand base levelling and dressing of surface to required level and slope , filling joints with local sand all complete work. |
| 29 | S/F of S.S.Benches 3 seater with back 1300mmx450mmx450mm weight 36kg. i/c T&P. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 27, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedOct 29, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 1 dayOct 30, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 2 daysTender Documents
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