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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹23.9 LAccepted-Finance | ₹23.9 L | L1 | Accepted-Finance L1 |
| 2 | L2₹27.9 LRejected-Finance | ₹27.9 L | L2 | Rejected-Finance Not lowest bidder |
| 3 | L3₹28.9 LRejected-Finance | ₹28.9 L | L3 | Rejected-Finance Not lowest bidder |
| 4 | L4₹31.1 LRejected-Finance | ₹31.1 L | L4 | Rejected-Finance Not lowest bidder |
| 5 | L5₹42.3 LRejected-Finance | ₹42.3 L | L5 | Rejected-Finance Not lowest bidder |
| Sl No | Description | Qty | Unit | SAINI ENTERPRISES L1 | JBS TRADING CO L3 | SHRESHTH L4 | RDA TRADERS AND SUPPLIERS L2 | M/S Sturdy International L5 |
|---|---|---|---|---|---|---|---|---|
| 2.00 | 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. | 195 | Sqm | 12,675 ₹14,956.50 | 13,065 ₹15,416.70 | 11,567.4 ₹13,649.53 | 17,550 ₹20,709 | 1,36,500 ₹1.6 L |
| 3.00 | 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). | 295 | Sqm | 59,000 ₹69,620 | 53,100 ₹62,658 | 53,749 ₹63,423.82 | 44,250 ₹52,215 | 59,000 ₹69,620 |
| 4.00Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : | ||||||||
| 4.10 | 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) | 30 | Cum | 1,05,000 ₹1.2 L | 1,05,000 ₹1.2 L | 1,39,830.6 ₹1.7 L | 1,08,000 ₹1.3 L | 1,86,000 ₹2.2 L |
| 5.00Supplying and stacking at site. | ||||||||
| 5.10 | Good earth | 420 | Cum | 1,47,000 ₹1.7 L | 2,07,900 ₹2.5 L | 1,77,966.6 ₹2.1 L | 1,68,000 ₹2.0 L | 1,05,000 ₹1.2 L |
| 6.00 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 420 | Cum | 21,000 ₹24,780 | 45,360 ₹53,524.80 | 60,509.4 ₹71,401.09 | 42,000 ₹49,560 | 33,600 ₹39,648 |
| 7.00Earth 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-in-charge | ||||||||
| 7.10 | All kinds of soil | 85 | Cum | 7,650 ₹9,027 | 11,900 ₹14,042 | 14,406.65 ₹16,999.85 | 9,350 ₹11,033 | 12,750 ₹15,045 |
| 8.00Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: | ||||||||
Tender Value
₹40.9 L
EMD Value
₹81,826
Closing Date
13 Jan 2026, 4:00 pmClosed
Regional Director
SAI NRC Sonipat
As per Tender Document
2025_SAI_891242_1
SAI/NRC/SONEPAT/NIT 221225/2025 26
Open Tender
Civil Works
SAI NRC Sonipat
As per Tender Document
7 documents required · 7 mandatory
₹0
₹81,826
SAI NRC Sonipat
12 Mar 2026
24 Dec 2025
14 Jan 2026
24 Dec 2025
13 Jan 2026
24 Dec 2025
5 Jan 2026
Select, Excess (+), Less (-)
Tender Inviting Authority: <Sports Authority of India>
Name of Work: <Repairing/renovation of two cemented basketball courts and various works at NCOE Sonepat >
Name of the Bidder/ Bidding Firm / Company :
Sl. No. Service Description Item Code / Make Quantity Units Estimated Rate in Rs. P Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder in Rs. P Excise Duty Amount in INR Rs. P GST Amount in INR Rs. P Freight Charges ( Unloading & Stacking) in Rs. P Any Other Taxes in Rs. P Any Other Duties/Levies in Rs. P IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category TOTAL AMOUNT Without Taxes col (13) = (4) x (7) in Rs. P TOTAL AMOUNT With Taxes col (14) = sum (8) to (13) in Rs. P TOTAL AMOUNT In Words
4 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
5 Supplying and stacking at site. 1 Construction of chamber for 100mm sluices valve item1 10 1 Nos
7 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-in-charge
8 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:
9 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in
10 Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50 mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in-Charge.
11 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
12 40 mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 34 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm nominal size) and top layer 6mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 1 mm to 4 mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 4:7 (4 cement marble powder mix : 7 marble chips) by volume, including cement slurry etc. complete
14 Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces), excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required
15 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
17 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 tiles Matt/Antiskid finish of size
19 Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete.
20 Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge.
21 Dismantling tile work in floors and roofs laid in cement mortar including stacking material within 50 metres lead.
22 Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
24 Providing and fixing mirror of superior glass (of approved quality) and of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing :
26 Providing and fixing CP Brass Single lever telephonic wall mixer of quality & make as approved by Engineer in charge. :
27 Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :
28 Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge. Concealed work, including cutting chases and making good the walls etc.
29 Providing and fixing aluminium work for doors, windows, ventilatorsand partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) :
29.1 For fixed portion
29.3 For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately)
30 Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge :
31 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
32 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level.
33 Centering and shuttering including strutting, propping etc. and removal of form for
34 Providing and fixing on wall face unplasticised Rigid PVC water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes
35 Providing and fixing on wall face unplasticised - PVC moulded fittings/accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion.
35.3 Single tee without door
39 Supplying chemical emulsion in sealed containers including delivery as specified.
40 Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) :
40.1 Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres / sqm of the vertical surface of the substructure to a depth of 300mm including excavation channel along the wall & rodding etc. complete
40.3 Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 :2 (1 cement : 2 Coarse sand) to match the existing floor:
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