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NTID 46560426
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💬 Talk to Our Bidding ExpertConstruction Of Dussehra Groun in Sonipat - Complete Tender Details
Find eligibility criteria, important deadlines, bidding requirements, and download official documents for "Construction Of Dussehra Groun" in Sonipat, India.
- Opening Date : Wed 23rd September, 2026
- Closing Date : Tue 22nd September, 2026
- ₹ 112910646.00
- NTID 46560426
Key Values: Document Cost: 3000.00 | EMD: 2258213.00 | Estimated Cost: 112910646.00
Tender Description
Construction Of Dussehra Ground In Sector 17 Near Village Rewali Urban Estate Sonipat
Documents
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Document-1
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
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Document-2
721.3 kBOil_India_ExtraDoc...Oil_India_ExtraDocument-GCO0449P23.pdf
Costs
-
EMD
2258213.00 -
Document Cost
3000.00 -
Estimated Cost
112910646.00
BOQ Items Total Items : 26 | Total Qty : 6013.81
| # | Item | Quantity | Units |
|---|---|---|---|
| 1 | Providing and fixing of façade at all heights with extruded hollow Clay / Terracotta ventilated rainscreen tiles of height 250/ 300/ 400 mm and length of 595 mm of approved texture,design and pattern having Flexural Strength/ Modulus of Rupture of = 14 N/m² and maximum water absorption of 10% tested as per ISO 10545-4:2004(E) and ISO 10545-3:1995 respectively in true level fixed to a supporting aluminium framework(Alloy 6063 T5/T6) consisting of vertical ‘T’ (for intermediates)/ ‘L’(for ends/ termination)/ Tubular sections (at corners)of size 80x60x2 mm/ 40x60x2 mm / 40x40x2 mm respectively, spaced at maximum spacing of 600 mm c/c matching to the tile vertical grid, and horizontal aluminium ‘C’-clamps of size 56x25x2 mm thickness of length 150 mm at junction of tiles and of length 75 mm at wall ends/ corners fixed on top of the vertical sections at spacing of 250/ 300/ 400 mm c/c matching to the tile horizontal grid with two numbers of self-drilling / self-tapping SS screws of size 5.5x25 mm with EPDM washers. The vertical ‘T’/’L/ Tubular’ sections shall be fixed to the wall using HDG (hot-dip-galvanized) steel L-brackets (galvanizing thickness of minimum 80 microns)of size 110x80x6 mm at intermediate vertical aluminium profiles and of size 220x110x12 mm at outer corners and stainless steel grade 304,M10 full threaded anchor fasteners with nylon sleeve 100 mm long (for brick work) and M8 expansion anchor fasteners 75 mm long for concrete surface, spacing of brackets to be based on a structural/ static calculation. The brackets shall be of length 175 mm at junction of two vertical aluminium profiles and of length 100 mm at intermediate points of vertical profiles and shall be fixed to the vertical luminium T / L / Tubular profiles using two numbers self-drilling/ self-tapping SS screws of size 5.5x25 mm with EPDM washers.EPDM gaskets to be fixed in between brackets and vertical profiles. The tiles shall be mounted on the ‘C’ clamps such that the tiles are supported at top and bottom at both ends. The tiles shall be additionally secured to the horizontal ‘C’ clamps using special SS clips of required size which shall be inserted and pressed into position on the ‘C’ clamps holding the tiles and the cut-tiles shall be glued at points to the horizontal ‘C’ clamps by using MS Polymer sealant adhesive. The vertical joint open groove between two adjacent tiles shall be 5 mm. The tiles and system shall be designed to resist wind load as per IS 875 (Part 3) according to different zones. The tiles shall be installed using the ventilated rain screen principle with provision for natural ventilation of the space between the façade tiles and the structural wall. The work shall be carried out as per specification, drawing and as per direction of the Engineer-in-Charge. With 16 mm thickness ( plus /- 10%) terracotta tiles of other than grey colors | 299.25 | Sqm |
| 2 | Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire | 4745.56 | Per Metre |
| 3 | Supplying and installation of submersible pump set directly coupled with 5 HP motor nominal speed 2900 RPM suitable for operation on 3-phase, 50 cycles, 400 plus 5% volts A.C. power supply to give yield of 9000 LPH at a head of 60 mtrs. | 1 | Per Set |
| 4 | Supply installation, testing and commissioning of self contained Drinking water cooler confirming to IS : 1475 with ammendment no. 1 to 7, suitable for operation on 230 volts ± 10% ,50 Hz,single phase A.C. supply. The tank and body casing of the water cooler shall be made out of stainless steel . The water cooler will be of following capacities with two numbers faucets / stop cocks: Nominal Storage Capacity -60 Ltrs. Nominal cooling Capacity -60 Ltrs/ hrs. (Make: As per Client Selection) | 2 | Nos. |
| 5 | Supply,Erection of double pole RCCB/ELCB 240V/415V 50Hz AC supply 30mA sensitivity DP RCCB/ELCB 16Amp | 20 | Nos. |
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