Tender For Construction Of Concrete Platform For Kabaddi Court In Sac Ground, Svnit C Us, Surat.
Tender Value
29.59 Lakhs
Estimated cost
Bid Submission
17 Aug 2026
18 days left
EMD
59200
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Surat → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Construction Of Concrete Platform For Kabaddi Court In Sac Ground, Svnit C Us, Surat.
BOQ
| Sl. No. | Item Description |
| 1 | Civil Works |
| 2 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared. (DSR: 2.32) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-incharge. All kinds of soil. (DSR: 2.6.1) |
| 4 | Filling in foundation and plinth with brick Bats Chhara in layers of 20cm. thickness including watering, remming and consolidating etc. complete. (SOR 2024-25 Item Code: 04009A, ) |
| 5 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single under reamed piles of specified diameter and length below pile cap in M-25 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles. (DSR: 20.3.1) |
| 6 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR- 4.1.2) |
| 7 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources). (DSR: 5.1.2) |
| 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. (DSR- 5.22.6) |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete. (DSR- 5.9.1) |
| 10 | Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved. (DSR: 15.60) |
| 11 | Electrical Works in Kabaddi Court |
| 12 | LED Flood Light, powder coated pressure die cast aluminium (System lumen efficacy ≥120 and <135 lm/Watt), Supplying, installation, Testing & Commissioning of Flood Light, powder coated pressure die cast aluminium body with built in or separate driver as per the requirement with Driver efficiency >85%, Input voltage: Input voltage: 140 270 Volt AC, freq 50/60 hz, Operating temp range -5 deg to 50 deg centigrade, internal surge protection of 5 KV L,N,E as per IEC 61000-4-5, Driver efficiency >85%,THD < 10% as per IEC 61000-3-2, P. F.≥0.95, IP-66,IK-10, CRI >70, under voltage and over voltage protection,EMI-EMC as per CISPR-15, lenses for beam angle 30 deg-120deg as per the application and the project requirementdeg, suitable tilt able fitting, life time (LED,Driver & electrical circuitary) of minimum 50000 Burning Hours with 70% of initial Lumen maintained till life ends as per LM80 extrapolation IES TM-21-11 report, CCT 3000°K / 4000°K/ 5700°K /6500°K (As per ANSI Bin), SDCM (Standard Deviation Color Matching) <5, Maximum power consumption should not more than the specified rating and Fixture shall be of relevant BIS standard complete in all respect i/c external connections with 1.5 sq mm FRLS/HFFR, PVC insulated copper conductor single core cable and earthing etc. as required with Minimum 5 year OEM warranty. System lumen efficacy ≥120 and <135 lm/Watt output. LM79 & LM80 Test report and all testing required for. 250 watt Make:Bajaj/Philips/Havells (DSR-25 8-16-6) |
| 13 | Supplying and erection of hot dip galvanized(≥ 70 Micron) internally & externally Octagonal light pole made from steel of grade conforming to BSEN 10025, S- 355 or equivalent of height 10 meter with thickness 3 mm, top diameter 70 mm(across face), bottom dia.175 mm, base plate size 275mmX275mmX16mm suitable for wind speed as per IS 875 Part III 2015. The bottom section of pole shall have integrated cable looping box with 3.00 mm thick G.I.cover fabricated on the existing pole & of length 500 mm with hinged on one side and suitable nos. of screw at G.I.cover containing 2 Nos of 10 Amp. SPMCB, 3 phase 4 core connector, neutrul link, for 3mm thick hylam sheet, earth stud, wiring with 3 x 2.5 sqmm FRLS copper cundoctor 2 Runs from cable looping box to LED fitting and anchoring 4 number J bolt of size not less than 24mm dia x 750mm long in RCC foundation as per manufacturer design etc. pole should be suitable for mounting of 3 Nos of LED flood light with necessary bracket or Arm structure as required. along With necessary reinforce cement concrete foundation as per IS standard, design of foundation to be provided by the supplier & shall be duly vetted by any engineering institute of national reputation such as IITs, NITs, etc and nothing extra shall be payable on this account. Make:Bajaj/Transrail/Valmount/Crompton. (Market Rate) |
| 14 | Providing and erecting XLPE (IS:7098) (I) - 88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables. (C) 3 1/2 core 50 Sq. mm (25 Sq. 1/2 mm core) Make:Havells/Polycab/ Finolex/RR/KEI (GSOR-25 4-3-3) |
| 15 | Providing and erecting XLPE (IS:7098) (I) - 88 ISI armoured cable multistrand Aluminium conductor for 1.1 KV. to be laid on wall with necessary clamps or in existing trench / pipe of following size of cables. (A) 4 core 16 Sq. mm Make:Havells/Polycab/ Finolex/RR/KEI (GSOR-25 4-3-5) |
| 16 | Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. (11.1.33) 4 X 16 sq. mm (28 mm) DSR-25 11-1-22/33 |
| 17 | (11.1.22) 3½ X 50 sq. mm (35 mm) |
| 18 | Excavation for cable trenches in soft soil, depth upto 1.2 m including dressing of sides lift upto 1.5 m, including getting out the excavated soil, refilling with sand and or good soil after laying of cable/ pipe etc in layers of 20 cm, ramming, watering and disposal of surplus excavated soil as directed, within a lead of 50 meters. (DSR-25 15.4) |
| 19 | Providing & laying approved make Double walled corrugated pipes (DWC) of polyethylene (conforming to IS 14930 II )with necessary connecting accessories of same material at required depth in existing trench for laying of cable. below ground / road surface for enclosing cable. (C) 63 mm inner Dia. (GSOR-25 4-5-8) |
| 20 | Earthing with G.I. earth plate 600 mm X 600 mm X 6 mm thick including accessories and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required. (DSR-25 5-4) |
| 21 | Supplying and laying 6 SWG G.I. wire at 0.50 metre below ground level for conductor earth electrode, including connection/ termination with GI thimble etc. as required. (DSR-25 5-7) |
| 22 | Supplying, installation, testing, and commissioning of Astronomical time switch of following configuration to be mounted in feeder pillars / Lighting DBs for automatic switching On & OFF of street lights at sun set & sun rise or twilight (Auto ON, Auto OFF, Auto modes) with manual override facility with 12/24 hour display format with suitable battery and indication for relay status i/c programming at site complete as required. MAKE - GIC/Legrand/Schmeider (DSR-25 7-4-1) |
| 23 | Supplying & erecting power contactor, AC3 duty for time switch complete erected as per direction. (D) 4 pole 440V 40 Amp. (Cat III) MAKE - Schmeider/L&T/Siemens/Havells/ABB (GSOR-25 6-7-5) |
| 24 | Providing & erecting 415 V MCB Four Pole for Motor & Inductive Load (C Curve) having 10 KA breaking capacity & confirms to IS : 8828 in existing box having following capacity. (b) 40 Amp. (Cat III) MAKE - Legrand/L&T/Siemens/Schneider/C&S (GSOR-25 3-10-5) |
| 25 | (C) 63 Amp. (Cat III) MAKE - Legrand/L&T/Siemens/Schneider/C&S |
| 26 | Supplying & erecting IP 55 grade following size section pillar fabricated from joint less M.S. Sheet with angle iron legs made from jointless M.S. Angle with cable clamps to be buried in ground to have appropriate erection to work uniform until erected with cement concrete foundation and 45 cm high bricks work finishing with plaster etc. hinged double door internally supported on both side, with internal and outside looking arrangement with look and keys in duplicate 35 x 35 x 5 mm M.S. Angle of Two Nos. one is welded and other with nut and bolt for erecting Bakelite sheet. Painting the Section Pillar inside and out side with three tank powder coated paint. section pillar roof should be without joint with water leakage proof & tested as per IP 55 test & followed by IS 2147 of 1962. (A) 150 X 90 X 75 cm section pillar fabricated from 14 Gauge MS Sheet with angle iron legs 95 cm long made from 40 X 40 X 6 mm thick MS angle. (GSOR-25 6-6-1) |
| 27 | Supplying and erecting triple pole & neutral 440V / 500V panel mounting Copper Busbars with four equal Nos. of electrolyte bus having current density not more than 1.6 Amp. / sq.mm (Rated current / cross section area) duly wrapped with colour insulating tape for phase sequence of following current carrying capacity, erected with necessary bus bar supports /insulators, main cable socket to each bar, erected in existing cubical panel with necessary connections. (B) Suitable for 200 Amp. capacity (GSOR-25 3-8-2) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedAug 17, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 18 daysAug 19, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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