Loading…
Loading…
| # | Company | Quoted % |
|---|---|---|
| 1 | +2.34% |
Tender Value
Refer Docs
EMD Value
₹3.6 L
Closing Date
6 Apr 2026, 5:30 pmClosed
- Indeever Dubey(DFLT)
NAGAR PANCHAYAT KUNKURI
Construction of Hi-Tech Bus Stand, Nagar Panchayat Kunkuri(Second call).
187489
Construction of Hi-Tech Bus Stand, Nagar Panchayat Kunkuri (Second call).
RESTRICTED TENDER
WORKS
PERCENTAGE
18 days
NAGAR PANCHAYAT KUNKURI
Required Past Technical Experience: AS PER NIT
Required Financial Turnover (in INR): AS PER NIT
Required Bid Capacity (in INR): AS PER NIT
15 documents required · 15 mandatory
Urban Administration and Development Department (UADD)
WORKS
- Indeever Dubey(DFLT)
RESTRICTED TENDER
PERCENTAGE
A B
NAGAR PANCHAYAT KUNKURI
TENDER SECTION
NAGAR PANCHAYAT KUNKURI
120
18
No
1
187489
6 Apr, 2026 5:30:00 PM IST
9 Apr, 2026 5:35:00 PM IST
20 Mar, 2026 10:30:00 AM IST
Construction of Hi-Tech Bus Stand, Nagar Panchayat Kunkuri (Second call).
Construction of Hi-Tech Bus Stand, Nagar Panchayat Kunkuri(Second call).
357000.00 INR
Fixed Deposit Receipt (OFFLINE)
2
8 Apr, 2026 5:30:00 PM IST
AS PER NIT
AS PER NIT
AS PER NIT
0.00 INR
15 documents required · 14 mandatory · 1 optional
₹0
₹3.6 L
6 Apr 2026
20 Mar 2026
9 Apr 2026
20 Mar 2026
8 Apr 2026
BILLS OF QUANTITY
CONSTRUCTION OF HI - TECH BUS STAND AT NAGAR PANCHAYAT KUNKURI
S.N Sl. No. S.O.R.NO Descrpition of Item No. L B. D./H. Qty. Unit RATE AMOUNT
1 1 21.17 BUILDING SOR 2015 Carrying out the resistivity survey by VES method using Schlumberger configuration for locating the proper spot for drilling of tube well within the selected habitation, including photography, interpretation of resistivity data and submission of report in the desired format along with resistivity readings, necessary graph and photographs. (only successful point is payable
Total 2.00 POINT 1502 3004
2 1 21.2 BUILDING SOR 2015 Boring/drilling bore well perfectly vertical for the specified depth suitable to receive required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer–in-charge beyond 90 metre & upto 150 metre depth below ground level.
3 2 21.5 BUILDING SOR 2015 Supplying, assembling, lowering and fixing in vertical position in bore well, ISI marked G.I. casing pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part-1&Part-2) 1992 with IVth revision (Up-to-date amendments), of reputed & approved make, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer- in-charge.
4 3 21.6 BUILDING SOR 2015 Supplying, assembling, lowering and fixing in vertical position in bore well, slotted casing pipe made from ISI marked G.I. pipe (Plain) medium class in 4 to 7 meters length one end fitted with socket as per IS: 1239 (Part1&Part-2) 1992 with IVth revision (having slot of size 1.6/3.2 mm), of reputed and approved make, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-incharge.
5 4 21.11 BUILDING SOR 2015 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for bore well of:
6 6 21.12 BUILDING SOR 2015 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tube well as per IS: 2800 (part I), including necessary bolts & nuts of required size complete.
7 21.10 BUILDING SOR 2015 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tube well, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge. 7.00 HOUR 654 4578
8 1 1.1.1 BUILDING SOR 2015 Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits. 5356.03 cum. 185 990865.55
9 2 1.18 BUILDING SOR 2015 Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete. 6323.90 cum. 371 2346166.9
10 2 3.1 BUILDING SOR 2015 Providing and laying nominal mix cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form wrok.
3.1.2 1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40mm nominal size). 167.96 cum. 2659 446605.64
3.1.3 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size). 101.40 cum. 2970 301158
3.1.4 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40mm nominal size). 102.91 cum. 3552 365536.32
3.1.5 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 36.76 cum. 4073 149723.48
11 2 3.2 BUILDING SOR 2015 Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
3.2.1 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size). 1127.19 CUM 4163 4692491.97
12 3.12 BUILDING SOR 2015 Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire in foundation and plinth all complete:
3.12.1 Thermo-Mechanically treated bars FE 415 97275.63 KG 54.5 5301521.835
13 2.1 BUILDING SOR 2015 Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
2.1.1 Foundations, footings, bases of columns plinth beam, curtain wall in any shape and size and all type of wall below plinth level. 3784.40 SQM 139 526031.6
2.1.5 Columns, Pillars, Piers and likes- rectangular or square in shape 1810.64 SQM 297 537760.08
2.1.7 Suspended floors, roofs, access platform, balconies (plain surfaces) and shelves (cast in situ) 3186.62 SQM 235 748855.7
2.1.8 Beams, lintels, cantilevers & walls 1270.37 SQM 202 256614.74
2.1.15 Stair cases of all types excluding spiral and folded plate type, including risers and landings 119.25 SQM 230 27427.5
14 7.5 BUILDING SOR 2015 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) 848.78 CUM 3452 2929988.56
1 #REF! #REF! 0.20
15 4 7.6 BUILDING SOR 2015 Extra for brick work in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 511.57 CUM 121 61899.97
1 #REF! #REF! 0.25
16 11.7 BUILDING SOR 2015 Providing and making 18 mm thick cement plaster with under layer of 12mm thick cement plaster 1:5 (1 cement : 5 fine sand) finished with a top layer of 6mm thick cement plaster 1:3 (1 cement : 3 fine sand). 4667.54 SQM 163 760809.02
17 1 14.14 BUILDING SOR 2015 Finishing walls with water proofing cement paint of required shade to give an even shade.
14.14.1 On new work (Two or more coats applied @ 3.84 kg/10 sqm) Total 8422.37 SQM 41 345317.17
18 2 9.45 BUILDING SOR 2015 Providing and placing in position angle iron post and strut of required size including bottom to be split and bent at right angle in opposite direction for required length and drilling holes upto 10 mm dia as per requirement including priming coat with red oxide zinc chromate primer and placing the post/ strut in cement concrete block. 1680.00 KG 69.5 116760
19 9.40 BUILDING SOR 2015 Providing and fixing concertina coil fencing with required dia 610 mm (having 50 nos. round per 6 metre length) up to 3m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart tied with G.I. staples and G.I. clips to retain horizontal including necessary bolts or G.I. barbed wire tied to angle iron all complete as per direction of Engineer-incharge with reinforced barbed tape (R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) 700.00 RM 164 114800
20 3 3.3 ROAD SOR 2015 Excavation in ordinary rock including loading in a truck and carrying of excavated material to embankment site with in all lifts and leads upto 1000 meters as per relevant clauses of section 300. 5825.50 CUM 192 1118496
21 3.15 (ii) ROAD SOR 2015 Compacting Original Ground supporting embankment Loosening, leveling and compacting original ground to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at O.M.C. and then compacted by rolling so as to achieve minimum dry density as given in table 300-2 for embankment construction. 11651.00 CUM 28 326228
22 4.10 ROAD SOR 2015 Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.) 2330.20 CUM 1434 3341506.8
23 4 6.1 ROAD SOR 2015 Dry Lean Cement Concrete Sub-base as per IRC:SP-49 (Construction of dry lean cement concrete Sub-base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 26.5 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing as per clause 601.) 1747.65 CUM 2332 4075519.8
24 6.2 ROAD SOR 2015 Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement as per IRC:58 over a prepared sub-base, coarse and fine aggregate conforming to IS:383 and graded as per table 600-3 mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per clause 602.) 2912.75 CUM 4926 14348206.5
25 1 8.11 ROAD SOR 2015 Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control )
8.11.1 Over 10 cm in width 72.00 sqm 92 6624
8.11.2 Up to 10 cm in width 5247.95 sqm 82 430331.9
26 2 1.2 BUILDING SOR 2015 Surface dressing of the ground including removing vegetation and making up undulations and in-equalities not exceeding 15 cms in depth/ height including disposal of rubbish upto 1.5 m lift and lead upto 50m (at least 5m away from the dressed area). 18574.04 SQM 7.2 133733.088
27 3.4 BUILDING SOR 2015 Extra for laying PCC/RCC of any grade in superstructure above plinth level for every floor or part thereof in addition to rate for foundation and plinth: 310.20 CUM 97.5 30244.5
28 3.13 BUILDING SOR 2015 Providing and laying damp proof course (upto 50mm thick) with plain cement concret 1:2:4 (1 cement : 2 coarse sand : 4 graded crushed stone aggregate 20mm nominal size) including form work. 7.82 CUM 4237 33133.34
#REF! #REF! #REF! 0.10
29 1 7.11 BUILDING SOR 2015 Half brick thick brick masonry with fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in superstructure above plinth level upto plinth level:
7.11.2 Cement Mortar 1:4 (1 cement : 4 coarse sand) Total 233.10 SQM 382 89044.2
30 8.12 BUILDING SOR 2015 Providing and fixing flush door shutters, conforming to IS : 2202 (Part-I), decorative type core of block board construction with frame of first class hard wood and well matched teak ply veneering with vertical grains or cross bands and face veneers on both faces of shutters excluding hinges.
8.12.1 40 mm. thick (single leaf) 41.84 SQM 2467 103219.28
31 1 8.16 BUILDING SOR 2015 Providing and fixing PVC membrane foil coated (laminated) flush door shutters, made with core of block board with frame of first class hard wood, coated with 0.30mm membrane pasted with resin using vacuam treatment process complete all but excluding hinges.
8.16.1 35 mm thick (single leaf) 55.80 SQM 1982 110595.6
32 1 8.1 BUILDING SOR 2015 Providing wood work in frames of doors, windows, clerestory windows and other frames wrought framed and fixed in position
8.1.2 Sal, bijasal, benteak, khair, haldu 0.89 CUM 61051 54213.288
33 2 8.151 BUILDING SOR 2015 Providing and fixing factory made P.V.C. door frame of size 50x47mm with a wall thickness of 5mm, made out of extruded 5mm rigid PVC foam sheet mitred at corners and joined with 2 Nos of 150mm long brackets of 15x15mm M.S. square tube, the vertical door profiles to be reinforced with 19x19mm M.S. square tube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100mm size complete as per manufacturers specification and direction of Engineer-in-Charge. 170.96 RM 346 59152.16
34 8.65 BUILDING SOR 2015 Providing and fixing bright finished brass door handles with brass polished MS screws complete:
35 3 8.80 BUILDING SOR 2015 Providing and fixing antique/ SS finished brass door latch with antique/ SS polished MS screw complete:
36 4 8.76 BUILDING SOR 2015 Providing and fixing bright finished brass hanging door stopper with necessary brass finished MS steel screws complete. 30.00 EACH 44 1320
37 6 8.81 BUILDING SOR 2015 Providing and fixing antique/ SS finished brass tower bolts (Barrel type) with antique/ SS polished MS screw complete:
38 9.51 BUILDING SOR 2015 Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with PVC/ neoprene gasket etc. complete. (Cost of aluminium snap beading shall be paid in basic item):
9.51.2 With float glass panes of 5 mm thickness 107.04 SQM 708 75784.32
39 2 9.15 BUILDING SOR 2015 Providing and fixing M.S. grill of approved pattern made of M.S. flats or square or round bars welded to steel frame of windows etc. including applying a priming coat welded to frame with all necessary fitting complete including applying a priming of red oxide zinc chromate primer. 1411.20 KG 67.5 95256
40 9.57 BUILDING SOR 2015 Providing stainless steel railing/ grill made of S.S. flats, hollow S.S. pipe or square/ rectangular sections of approved design fixing in stair case, balcony or other places with metal fasteners and stainless steel bolts etc complete
41 9.27 BUILDING SOR 2015 Supplying and fixing rolling shutter of approved makes made of M.S. laths interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shat with brackets, side guides and arrangements for inside and out side locking with push and pull arrangement complete but excluding the cost of top cover and spring
42 9.29 BUILDING SOR 2015 Providing and fixing M.S. sheet top cover for rolling shutter
43 9.28 BUILDING SOR 2015 Providing and fixing 27.5cm long wire spring for rolling shutters. 24.00 EACH 362 8688
44 3 11.1 BUILDING SOR 2015 Providing and making 6mm thick cement plaster of mix:
11.1.2 In Cement mortar 1:4 (1 cement : 4 fine sand) 1834.46 SQM 87 159598.02
45 3 11.2 BUILDING SOR 2015 Providing and making 12mm thick cement plaster of mix:
11.2.3 In Cement mortar 1:5 (1 cement : 5 fine sand) 2744.61 SQM 96.5 264854.865
46 4 11.3 BUILDING SOR 2015 Providing and making 15mm thick cement plaster of mix:
11.3.3 In Cement mortar 1:5 (1 cement : 5 fine sand) 1 1695.00 5.00 0.25 2232.07 SQM 113 252223.91
47 11.32 BUILDING SOR 2015 Providing and making 18 mm thick plain cement mortar band in cement mortar 1:4 (1 cement : 4 fine sand) per cm width:
11.32.4 Drip course 172.00 RM 3.6 619.2
48 1 12.7 BUILDING SOR 2015 Providing and fixing ceramic glazed wall tiles conforming to IS : 15622 of approved make, colours, shades and size on wall and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointing in white cement mixed with matching pigment complete
12.7.2 Size above 200x300mm Total 384.00 SQM 646 248064
49 1 12.9 BUILDING SOR 2015 Providing and laying ceramic glazed floor tiles conforming to IS : 15622 of approved size, make, colour, shade laid on 20 mm thick Cement Mortar 1:4 (1 cement : 4 coarse sand) including pointing the joints with white cement mixed with matching pigment etc., complete.
12.9.2 Size above 300x300mm Total 206.12 SQM 728 150055.36
50 2 12.12 BUILDING SOR 2015 Providing and laying vitrified floor tiles with soluble salt printing, of size 600x600mm with water absorption less than 0.5% and conforming to IS : 15622 of approved make, laid on 20mm thick cement mortar 1:4 (1 cement : 4 coarse sand) including grouting the joints with white cement and matching pigments etc. complete. 1392.56 SQM 963 1341035.28
51 12.45 BUILDING SOR 2015 15 mm thick Table rubbed polished Granite stone slab in risers and treads of steps skirting dado and pillars laid on 12mm (Average) thick base of cement mortar 1:3 (1 cement : 3 coarse sand) and jointed with grey cement slurry including rubbing and polishing etc. complete (single stone is to be used for risers and treads of steps and width of stone for skirting and dado shall be equal to the height of skirting & dado and length of 1.0 m).
3 12.45.1 Granite stone grey/pink 38.25 SQM 1796 68697
52 14.4 BUILDING SOR 2015 Preparation of wall surface by applying a coat of putty comprising of chalk mitti, varnish and white lead in ratio 2½:1:1 (2½ kg chalk mitti : 1 litre varnish : 1 kg white lead) respectively, sand papering and making the surface smooth to proper shape and presentable conditions. 3479.33 SQM 35 121776.55
53 14.9 BUILDING SOR 2015 Distempering with acrylic washable distemper to give an even shade.
14.9.1 On new work (Two or more coats) 3479.33 SQM 38 132214.54
54 14.13 BUILDING SOR 2015 Providing and applying 2mm thick ready mix exterior grade approved make putty (like Birla wall care, Alltek Superfine W/R of (NCL), Asian, ICI, Nerolac, J.K. wall putty) on walls to make the surface smooth and even. 2608.93 sqm 94.5 246543.885
55 4 14.22 BUILDING SOR 2015 Painting on new work (two or more coats) to give an even shade with:
14.22.1 Satin synthetic enamel paint 1078.32 sqm 55 59307.6
56 18.76 BUILDING SOR 2015 Providing and fixing on wall face or under floor UV stabilized Unplasticised Rigid PVC pipes (single socketed) having 3.2mm wall thickness conforming to IS : 13592 (4kg/sqcm) including required couplers, jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion etc complete
57 4.13 BUILDING SOR 2015 Grading roof for water proofing treatment with:
4.13.1 Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) 47.06 CUM 3817 179628.02
#REF! #REF! #REF! 0.10
58 1 22.2 BUILDING SOR 2015 Supplying and stacking of good earth at site including royalty, loading, unloading and carriage upto 5 km (earth measured in stacks will be reduced by 20% for payment). 3180.50 CUM 201 639280.5
59 22.3 BUILDING SOR 2015 Supplying and stacking sludge at site including royalty, loading, unloading and carriage upto 5 km (sludge measured in stacks will be reduced by 8% for payment). 795.13 CUM 248 197192.24
60 22.4 BUILDING SOR 2015 Supplying and stacking at site well decayed cow dung manure from approved source, including loading, unloading and carriage upto 5 km (manure measured in stacks will be reduced by 8% for payment). 477.08 CUM 236 112590.88
61 22.5 BUILDING SOR 2015 Rough dressing the trenched ground including breaking clods. 6361.00 CUM 0.5 3180.5
62 22.24 BUILDING SOR 2015 Flooding the ground with water including making kiaries and dismantling the same 6361.00 CUM 1.1 6997.1
63 22.6 BUILDING SOR 2015 Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. 6361.00 CUM 1.6 10177.6
64 22.7 BUILDING SOR 2015 Fine dressing the ground 6361.00 CUM 1.1 6997.1
65 22.8 BUILDING SOR 2015 Spreading of sludge, dump manure or/and good earth in requiredthickness (Cost of sludge, dump manure or/ and good earth to be paid separately). 4452.70 CUM 17.5 77922.25
65 22.9 BUILDING SOR 2015 Mixing earth and sludge or manure in proportion specified or directed. 4452.70 CUM 11 48979.7
65 22.25 BUILDING SOR 2015 Providing and planting following herbs in garden including preparation of soil, base plantation, providing and spreading different fertilizers, soil and sand:
22.25.1 Hedges like Alife, Dorenta, Tikoma etc 120.00 EACH 14 1680
22.25.2 Furn like Arica, China etc (3 year old) 120.00 EACH 125 15000
22.25.3 Hibiscus (Flower)/ Rose 120.00 EACH 26.5 3180
22.25.4 Carpet grass well developed 6361.00 SQM 263 1672943
66 2 22.13 BUILDING SOR 2015 Preparation of beds for hedging and shrubbery by excavating 60cm deep and trenching the excavated base to a further depth of 30cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50m lift upto 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately). 25.00 cum 115 2875
67 2 22.10 BUILDING SOR 2015 Grassing with ‘Doob’ grass including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for mowing including supplying good earth if needed (the good earth shall be paid for separately).
22.10.2 In rows 7.5 cm apart in either direction. 2462.80 sqm 3.8 9358.64
68 3 14.15 BUILDING SOR 2015 Painting exterior surface with ACRYLIC SMOOTH exterior paint of required shade as per manufacturer's specifications to give protective and decorative finish including cleaning washing of surface etc. complete with:
14.15.1 On new work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) 539.50 sqm 56 30212
69 1.17 BUILDING SOR 2015 Filling from available excavated stuff (Excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering with a lead upto 50 M. and lift upto 1.5 M. 274.22 cum 65 17824.3
70 1 7.5 BUILDING SOR 2015 Brick work with modular fly-ash lime bricks (FaLG Bricks) confirming to IS:12894-2002 of class designation 4.0 in foundation and plinth in:
7.5.4 Cement Mortar 1:6 (1 cement : 6 coarse sand) 154.25 cum 3263 503317.75
71 1 12.37 BUILDING SOR 2015 Chequerred precast cement concrete tiles 22mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tile including cleaning of joint etc complete on 20 mm thick bed of cement mortar 1:4 (1 cement :4 coarse sand) :
12.37.1 Light shade using white cement 574.20 sqm 640 367488
72 1 9.3 BUILDING SOR 2015 Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer.
9.3.1 Electric resistance or induction butt welded tubes Grade-250 29046.88 kg 88.5 2570648.88
73 1 10.12 BUILDING SOR 2015 Supply and fixing of polymer precoated galvalume profile sheets (PPGL) of approved size, shape and pitch of corrugation, total coated thickness (TCT) 0.60 mm +/- 5%, epoxy primer on both side of the sheet and colour polyester top coat 18-20 microns and 6-7 microns on bottom. Sheet should have protective guard film of 25 microns minimum to avoid scratches while transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55mm) with EPDM seal or with polymer coated J or L hooks, bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead complete upto 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. 789.80 sqm 693 547331.4
74 1 9.7 BUILDING SOR 2015 Providing and fixing M.S. round holding down bolts with nuts, washer and plate in cement concrete complete. 1056.00 kg 71.5 75504
75 1 12.65 BUILDING SOR 2015 Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm
12.65.1 Plain/ normal coloured precast interlock concrete block 5029.00 sqm 436 2192644
76 1 3.25 (ii) ROAD SOR 2015 Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.) 1053.00 CUM 140 147420
77 1 20.15 BUILDING SOR 2015 Providing and fixing in position precast R.C.C. manhole cover and frame L D- 2.5 of required shape and approved quality
20.15.2 Square shape 450mm internal dimensions 62.00 EACH 880 54560
76 1 19.48 BUILDING SOR 2015 Constructing masonry Chamber 60x60x75 cm, inside with modular well burnt clay bricks of 35 kg/ cm² in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100mm. top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 2.00 EACH 4644 9288
77 2 14.5 BUILDING SOR 2015 White washing with lime to give an even shade.
14.5.1 On new work (Three or more coats) 652.36 SQM 9.4 6132.184
78 2 14.11 BUILDING SOR 2015 Wall painting with acrylic luxury emulsion (plastic) paint of required shade to give an even shade.
14.11.1 On new work (two or more coats) 652.36 SQM 52.5 34248.9
79 3 8.7 ROAD SOR 2015 Overhead Signs (Providing and erecting overhead signs with a corrosion resistant aluminum alloy sheet reflectorized with high intensity retro-reflective sheeting of Micro prismatic grade type with vertical and lateral clearance given in clause 802.2 and 802.3 and installed as per clause 802.6 over a designed support system of aluminum alloy or galvanized steel trestles and trusses of sections and type as per structural design requirements and approved plans)
A Truss and Vertical Support 26.00 TONNE 78148 2031848
B Aluminum alloy plate for over head sign 39.00 SQM 10557 411723
80 ELECTRICAL SOR 2020 ELECTRIFICATION WORKS 1.00 JOB 5572869 5572869
81 BUILDING SOR 2015 WATER SUPPLY & SEWERAGE 1.00 JOB 3715246 3715246
TOTAL AMOUNT 71225185.585
TOTAL AMOUNT IN LACS 712.25 LACS
BILLS OF QUANTITY
DEVELOPMENT OF CHHATH TALAAB AT NAGAR PANCHAYAT KUNKURI
S.N Sl. No. S.O.R.NO Descrpition of Item No. L B. D./H. UNIT QTY
1 NS FLOATING WETLAND TREATMENT SYSTEM Each 5
POLE AND POLE ERECTION
2 Decorative lights Providing and Erection of Decorative Light Sport LIght. as required of length an watt: Complete Cable,Panels Earthing ,Lights and Design Should Approve from Department inclusive of all taxes and wages i/c RGB
GARDEN LIGHT Each 10
3 NS Quatation Market Rates Providing & Fixing of Dandelion Hemisphere Fountain Performance Characteristics: The Dandelion Hemisphere has very small orifices and is subject to wind. 100% filtration is recommended to minimize maintenance. • Water Level Dependent - No • Wind Resistance - Poor • Sound Level - Moderate • Clogging Potential - High • Splash Radius - 2.0 Material: Machined brass, cast bronze, and copper Finish: Natural brass, bronze, and copper W as per specification mentioned in Quatation & as per directed by engineer in charge
4 NS Quatation Market Rates Air Max Pond Series 1 HP FountainsAerates Ponds up to 1/2 Acre 1 HP Pattern Dimensions: 9.5'H x 23'W NOS 2
5 Air Max Pond Series 1 HP FountainsAerates Ponds up to 1/2 Acre 1 HP Pattern Dimensions: 9.5'H x 23'W
S.no. DESCRIPTION OF BOAT
6 1 Supply of 4 seater boat size:- 5 fit x 10 fit NOS 10
NS Material :- FRP (FIBRE)
7 18.1 mpuadd Porviding,erecting, testing and commissioning solar street light system on 80 mm heavy duty galvanised iron pipe 6 meter hight with 30cm x 30cm x 2mm base plate installed own cement concrete padestal casing complete with solar panel, solar battery with charger,other accessories with control panel in weather proof pole box,solar fitting LED type or CFL type 18 watt to 20 watt (set of 2 nos.)
8 NS Abdominal Board 1 - - - NOS 1
9 NS Air Waker 1 - - - NOS 1
10 NS Twister Triple 1 - - - NOS 1
11 NS Taichi Spinner 1 - - - NOS 1
12 NS Hand Pooler 1 - - - NOS 1
13 NS Back & Hip Massager 1 - - - NOS 1
14 NS Leg Stecher 1 - - - NOS 1
15 NS Hand Rover 1 - - - NOS 1
16 NS Dual Skire 1 - - - NOS 1
17 NS Leg Press Dual 1 - - - NOS 1
18 NS Leg Pull Down 1 - - - NOS 1
19 NS Double Amms Weel 1 - - - NOS 1
20 NS Elleptical Traniner 1 - - - NOS 1
21 NS DUST BIN( DOLPHINE) 10 NOS 10
22 NON SOR BSCL (59770) Supply and fixing of Food & Beverage Kiosk of Size 1800mm (L) * 1800mm (W) * 2100mm (H) or custom sized. The main structure shall be of Stainless Steel Grade SS-303 with lockable roof, lockable doors, display front panel, storage areas, decorative stickers for front panel, lighting arrangement and cooking oven arrangement. NOS 4
23 NS NON-SOR BSCL (59770) Supply and fixing at site of Potable toilet blocks as per details :- (1 Unit shall comprise of 3 toilet i.e. 1 Male, 1 Female and 1 Transgender) Size of each toilet : 6 ft * 6 ft (Male/ Female/ Transgender) Body Material : FRP Frame : SS-304 or above/ FRP Stainless steel Laxipen powder coated aluminium louvers for ventilation, ceiling mounted exhaused fan . CP & Sanitary details shall include : 1 WC with dual flush tank, connectiong pipe, 1 Wash Basin, 1 Flush Jet, 1 Pillar cock, multi floor trap with SS-304 grating and cockroach trap/ odour trap, waste coupler, bottle trap, flexible conncetion pipe, pillar cock, paper holder, soap dispnser, 1 mirror (900mm * 600 mm), coat hook, SS-304 dust bin etc. complete. Electrical Accessories :- 1 Light point (LEED), Exhaust fan 100 mm dia, with necessary fitings, wiring etc. complete. The cost shall be inclusive of Loft tank of 500 ltrs * 2 nos., (i.e. 1 # flushing water, 1# domestic water), piping, valves etc. complete. Complete piping for Drainage and water supply shall be part of vendors scope. All necessary test as per Engineer-in-Charge.
24 NS 1 LK – MP – 03 MULTIPLAY NOS 1
25 NS LK – SL – 44 14’ FRP TRI-WAVE SLIDE NOS 2
26 NS LK – SW – 57 2 IN 1 SWING NOS 2
27 NS LK – CL – 112 RAINBOW CLIMBER NOS 1
boq_comp_chart.xls
BOQ Comparative Chart • 0.02 MB
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 1.10 MB
3337473324814779848_184738_PQ more than 5 cr (1).docx
NIT • 0.06 MB
4437146302731501955_184738_appendix.docx
NIT • 0.15 MB
5389548512984866741_184738_Form A (2).docx
NIT • 0.11 MB
5506924947066090664_184738_Annexure K (1).docx
NIT • 0.02 MB
9036238878208130270_184738_Guidelines_To_Bidders_EPS_v16_251007_142215.pdf
NIT • 0.51 MB
1226160904985965085_187489_NIT Details.docx
NIT • 0.03 MB
991625770035813035_184738_boq.xlsx
BOQ • 0.09 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .