Uttar Pradesh Projects Corporation Limited Tender
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Uttar Pradesh Projects Corporation Limited - UPPCL Tender
Civil And Construction
Building Construction
Eprocure
Opening Date6 Mar 2025
Closing Soon17 Mar 2025
Tender Amount₹ 11,72,29,820
Technical
Technical
Financial
Additional Eligibility
Bid Capacity
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The bid capacity required in the given tender to bid having value and formulas are as follows:
- At least 1406.76 lac for three similar works, each costing not less than 40% of the tendered cost.
- At least 1172.30 lac for two similar works, each costing not less than 50% of the tendered cost.
- At least 937.84 lac for one similar work costing not less than 80% of the tendered cost.
- At least 468.92 lac for one work of any nature costing not less than 40% of the tendered cost.
Technical Capacity
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The required prior work experience for the bidder includes completing similar works in the last 7 years. The experience requirements are as follows: - Three similar completed works costing not less than 40% of the estimated cost.
- Two similar completed works costing not less than 50% of the estimated cost.
- One similar completed work costing not less than 80% of the estimated cost.
Additionally, the bidder should have one work of any nature costing not less than 40% of the tendered cost with a central/state government department or reputed private entities. The similar works should be with central/state government departments, central autonomous bodies, central public sector undertakings, state public sector undertakings, city development authorities, municipal corporations, or reputed private entities. For building works, the experience can be demonstrated by completing works such as:
- Up to four storey buildings
- Five to ten storey buildings with a minimum of one building of five storeys
- Eleven to fifteen storey buildings with a minimum of one building of eight storeys
- More than fifteen storey buildings with a minimum of one building of ten storeys The value of executed works shall be brought to current costing level by enhancing the actual value of work at a specified rate. The bidder should have average annual financial turnover of at least 30% of the tendered cost in civil/electrical construction work during the last five years. The bidding capacity of the contractor should be equal to or more than the estimated cost of the work put to tender, calculated using the formula: Bidding Capacity = {[AxNx2.5]-B}. The value of the work put to bid is Rs. 1172.30 lac, excluding GST. The earnest money required is Rs. 90 lac. The percentages of similar works completed are 40%, 50%, and 80% of the estimated cost. The amount of similar works completed should be at least three works costing not less than 40% of the estimated cost, two works costing not less than 50% of the estimated cost, and one work costing not less than 80% of the estimated cost.
Costs
EMD
₹ 23,45,000Document Cost
₹ 17,700Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_UPPRC_1003562_2Tender No
14/GM-4/UPPCL/2024-25 Dated 04-02-2025Tender Authority
Uttar Pradesh Projects Corporation Limited ViewPurchaser Address
-Website
http://http://upprojects.org/
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Documents
BOQ Items
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Pumping out water caused by springs, tidal or river seepage, broken water mains or drains and the like
2400
167
401664
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Silt clearance / trench digging including lift upto 1.5 and lead upto 6 m including cost of driver/ assistant driver , POL maintenance of machine , contractor profit , taxese etc but excluding leveling dressing & campaction. (a) by hydraulic excavator /jcb/ equivalent capacity 25 cum/ hour ie 1000/25 (1000 per hour)
2400
38
91200
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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
1200
507
608892
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Providing and Fixing 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube posts/horizontal members/bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m. MS channel ISLC 75 @ 5.70 kg/m, 50cm long shall be provided at the bottom having oval shaped holes of size 50x25mm at both ends with 50cm long MS angle 40x40x6mm bracing. Suitable arrangement shall be made to fix the barricading to avoid from overturning by providing 250mm long expansion fasteners at both ends. The work shall be executed as per drawing/direction of Engineer-in-Charge which includes writing and painting, arrangement for traffic diversion such as traffic signals during construction at site for day and night, glow lamps, reflective signs, marking, flags, caution tape as directed by the Engineer-in-Charge. The barricading provided shall be retained in position at site continuously i/c shifting of barricading from one location to another location as many times as required during the execution of the entire work till its completion. Rate include its maintenance for damages, painting, all incidentals, labour materials, equipments and works required to execute the job. The barricading shall not be removed without prior approval of Engineer-in-Charge.
100
2491
249141
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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. 2.6.1 All kinds of soil
98.2
188
18515.61
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Driving sheet piles including labour and all t&p etc required for proper completion of work but excluding cost of sheet piles in ordinary soil sand and light clay (a) upto depth of upto 15.0 m
131.83
104399
13763048.05
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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) :
2750
2750
7564095
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Extra over single under ream for providing additional bulbs in under reamed piles, under
specified diameter(only the nos. of extra bulbs are to be paid) 400 mm dia piles
550
2118
1165081.5
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge
Single pile upto 50 tonne Safe capacity
Initial test (Test Load 2.5 times the Safe capacity)
10
39673
396738.9
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Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge
Single pile upto 50 tonne Safe capacity
Routine test (Test Load 1.5 times the Safe capacity)
15
14220
213311.7
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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, 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
concrete of m30 grade with minimum cement content of 350 kg /cum
1125.04
6994
7868676.02
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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, 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
concrete of m30 grade with minimum cement content of 350 kg /cum
79.97
6994
559320.58
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Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
628.32
4934
3100313.09
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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, 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
concrete of m30 grade with minimum cement content of 350 kg /cum
270.56
6994
1892331.81
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centering and shuttering including strutting, propping etc. and removal of form for
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
2352.67
610
1435763.92
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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 : Cement mortar 1:4 (1 cement : 4 coarse sand)
194.72
6768
1317983.74
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40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
2024.29
927
1877002.66
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Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
4500
138
623880
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Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - Exposed face machine cut and table rubbed with rough backing. 40 mm thick
1455.79
5622
8185601.45
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Cost of CNC, engraving on red sand stone of min 70 mm thickness required for precise carving wherever required of approved depth as per design approved from Architect in charge including cost of designing, for overall mural including the cost of labour involved in day to day fabrication and processing of Artistic work Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - Exposed face machine cut and table rubbed with rough backing.
Designing of the mural walls as per approved designs by the architect design based on shiv theme
398.1
10450
4160145
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Stone work ashlar sunk or moulded or sunk and moulded upto floor five level in cement mortar 1:6 (1 cement : 6 coarse sand) including pointing with white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone Extra for stone work ashlar sunk or moulded or sunk and moulded or carved in : Triangular or Square or rectangular pillars
3.49
71161
248354.93
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Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone
493.76
10815
5340364.97
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Provinding & fixing granite stone cobbling as per design Usage/Application Pavement Type Indoor Material Granite Dimensions 4x4x3-4 Inch Shape Square
611.82
1377
842782.05
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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
3281.58
7812
25636162.38
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Provinding and fixing S.S CHAIN Material Stainless Steel Size/Capacity All Sizes Available Usage/Application Industrial Color Natural Brand Hindon Length As Required Rust Proof
2940
489
1438718.4
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Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. M.S. tube
13836
142
1972321.8
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Applying priming coat: With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron/ steel works Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
460.08
74
34492.2
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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade two of more coat on new work over
460.08
163
75397.91
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Supply & Fixing of diffrent type of sculpture (average Size 5’x2’ LS) with 5 layer fibre casting & PU paint (PU paint is more effective at protecting against water damage, making it a better choice for areas that are exposed to moisture. PU paint is also highly resistant to scratches and wear and tear, making it a better choice for high-traffic areas.) water proof & all weather proof material with installation on site.
5
118750
593750
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EXTERNAL ELECTRIFICATION
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100Volts grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S.clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc 16 sqmm 4 core
665
357
237538
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Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.6 pin 15/16 A socket outlet
100
149
14900
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Supplying and laying of following size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting, jointing etc. direct in ground (75 cm below ground level) including excavation and refilling the trench but excluding sand cushioning and protective covering etc., complete as required .63 mm dia (CD-63 mm & ID-51 mm nominal)
300
186
56046
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Supply and installation of Decorative Pole as per Lustre item No. Li-8226 .The Pole is made of Mild Steel and cast iron. The total height of the pole is 5000mm nominal above the ground. The bottom section of the pole is of 140mm dia x2000mm long x 4.8mm thick and top section of the pole is 89mm dia x 3000mm long x3.2mm thick including 90 mm long with reduced dia on the top as per Luminaire entry. A service window with proper strengthening to cut out door shall be provided to accommodate a 6 amp SP MCB and 32 amp heavy duty connector for mains connections in the bottom part of the pole. The bottom part and the top part of the pole shall be joined together by using M.S. flanges & shall be welded properly. Cast Iron embellishments shall be fitted and sealed by grub screw fixing. A Round mild steel casted decorative base plate of 335mm dia shall be welded at the bottom of the pole for foundation. The Decorative pole is duly pretreated by Shot Blasting Process and painted in U.V. ray resistant polyurethane/Polyester coating in approved color shade. Decorative pole shall be installed at desired location including foundation of the pole by making cement concrete foundation of 1:2:3( 1 cement: 3 course sand : 6 graded stone aggregate 40mm nominal size) with the help of anchor bolts and 38mm G.I sleeve as required. Make:-Lustre/Ligman/Philips/Homdec/Thorn
35
22070
772464
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Supply and Installation of 120W Led Post Top Luminaire as per Lustre item No. Li-50034-120. Luminaire is made of Cast and Spun Aluminium and fitted with polycarbonate/PMMA/Glass diffuser. The dimensions of the Posttop Luminaire are 445 mm width and 1000mm Height. Led shall be mounted on the PCB and fitted in the Luminaire .PCB shall be fitted on the suitable Heat Sink for proper Heat Dissipiation. Suitable Constant Current Led driver with power factor 0.95 or more and efficiency 85% or more Shall also be fitted inside the Luminaire. The Surface of the Luminaire Shall be machined and polished Properly to give it a Smooth Surface. The Luminaire shall be duly pretreated and Coated in U.V. ray resistant polyurethane/Polyester in approved color shade. A Two Way Connector Shall be Provided in the Luminaire for the mains Connections. Luminaire Shall be installed at the desired location on the decorative pole. Make:-Lustre/Ligman/Philips/Homdec/Thorn
21
31036
651766.5
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Providing & Laying Monkey Spikes 13'' Long x4'' wide
378
136
51710.4
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Earthing with G.l. earth plate 600 mm X 600 mm X 6 mm thick including accessories, and providing masonry enclosure with cover late having locking arrangement and watering pipe of 2.7 metre long etc. (but without charcoal/ coke and salt) as required.
7
4731
33122.67
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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. 2x2.5 sq.mm
286
74
21198.32
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Erection of RCC/ PCC pole of following length in brick ballast and ramming the foundation, finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling etc as required. Above 4.50 metre and upto 6.50 metre
21
4209
88408.32
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Supply and fixing following capacity of automatic street light cubicle control panel painted with anti corrosive alkali and acid proof paint consisting of time switch TSO 100 series with contactoresm HRC fuses, isolating switch metering instrument & instrument box with CTs etc. in case of TPN, complete in all respect. 25 A TPN
3
27835
83505
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Supply & burring of Safe Earthing Electrode T-19, (Hot Dip Galvanized), length upto 3000mm, outer dia 50mm, inner dia 25 mm, terminal dia 12mm, outer GI pipe of 16 SWG and inner GI pipe of 12 SWG with Hot Dip Galvanization upto 100 micron filled with crystalline conductive mixture (CCM) having anti corrosive & conductive property with 50 kgs activated soil (BFC) capable of reducing the soil resistivity with good mixture of retaining capacity and one earthing lead of 25mm x 3mm GI strip, upto switch board (from apron to switch board, the cost of GI strip will be extra) along with 30 cm square CI frame with hinged cover & masonry housing. Make : As approved in UP PWD & CPRI certified.
7
4878
34147.75
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BHANDAR GRAH
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. 2.6.1 All kinds of soil
337.41
188
63618.66
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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
101.22
507
51360.04
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Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
23.94
4934
118126.9
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Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
46.81
1538
72009.7
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Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. 16.78.1 With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
10.41
2016
20992.81
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Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
25.2
542
13677.55
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Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
19.82
297
5898.43
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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:With Chlorpyriphos E.C. 20% with 1% concentration
120
224
26950.8
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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, 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 levelconcrete of m30 grade with minimum cement content of 350 kg /cum
2.99
6994
20912.45
... More
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, 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 above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
69.83
7251
506389.7
... More
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, 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 above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
36.03
7251
261280.55
... More
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, 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 levelconcrete of m30 grade with minimum cement content of 350 kg /cum
3.97
6994
27766.7
... More
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, 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 above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
18.14
7251
131546.75
... More
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, 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 levelconcrete of m30 grade with minimum cement content of 350 kg /cum ( footing work)
30.62
6994
214160.26
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
94.74
5338
505812.12
... More
Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:
16.08
163
2624.74
... More
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 : Cement mortar 1:4 (1 cement : 4 coarse sand)
101.99
6768
690330.53
... More
Half brick masonry 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. Cement mortar 1:3 (1 cement :3 coarse sand)
40.8
833
34001.5
... More
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
200.61
439
88262.38
... More
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.
200.61
499
100106.4
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more.
271.21
7812
2118730.49
... More
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
161.56
289
46745.77
... More
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
350.65
289
101457.07
... More
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade : Red sand stone - Exposed face machine cut and table
rubbed with rough backing.
40 mm thick
579.03
5622
3255764.09
... More
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
389.82
927
361456.7
... More
Extra for pre finished nosing in treads of steps of Kota stone/ sand stone slab.
52
138
7209.28
... More
Providing and fixing ISI marked flush door shutters conforming to IS : 2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters. 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws 35 mm thick
21.45
2516
53974.42
... More
Providing 40x5 mm flat iron hold fast 400 mm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embedding in cement concrete block 300x100x150mm 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
30
165
4973.1
... More
Providing and fixing specified wood frame work consisting of battens 50x25mm fixed with rawl plug and drilling necessary holes for rawl plug etc. including priming coat complete. Kiln seasoned and chemically treated hollock wood
0.12
135655
16278.61
... More
Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
464
125
58009.28
... More
Three track three panels sliding window with two glazed & one wire mesh panels with Aluminium channel for roller track, wool pile, nylon rollers with SS 304 body. Using R2 series with frame (70mm & above) x (40mm & above) & both glazed and fly screen sash (25mm & above) x (50mm & above) with zinc alloy (zamak) powder coated touch locks with hook. (Height upto 1.2 metre).
24.98
2036
50864.78
... More
Applying priming coat: With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
87
185
16101.09
... More
With ready mixed aluminium primer of approved brand and manufacture on resinous wood and plywood Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade :
New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
21.45
185
3969.75
... More
Distempering (new work - Two coat or more coats ) with oil bound distemper of approved brand and manufacture & of required shade on undecorated wall surface to give an even shade over & including water thinnable priming coat with cement primer of approved brand & manufacture after thoroughly brushing the surface free from mortar droppings & other foreign matters & also including preparing the surface even with plaster of paris or approved synthetic material & sand papered smooth including cost of all materials. (Ceiling)
382
134
51371.36
... More
Providing and applying white cement based putty of average thickness 1 mm, of approved brand & anufacturer, over the plastered wall surface to prepare the surface even & smooth complete.
382
190
72690.78
... More
Providing and fixing bright finished brass 100 mm mortice latch and lock with 6 levers and a pair of lever handles of approved quality with necessary screws etc. complete.
8
619
4952.56
... More
Providing and fixing aluminium sliding door bolts, ISI marked anodised (anodic coating not less than grade AC 10 as per IS : 1868), transparent or dyed to required colour or shade, with nuts and screws etc. complete : 300x16 mm
8
219
1757.28
... More
Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm
8
94
753.92
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
117.76
284
33449.73
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
600
696
417792
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
113.85
533
60728.73
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
194.16
533
103566.89
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
509.12
671
341955.54
... More
Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. 10.26.1 M.S. tube
2432.39
142
346737.19
... More
Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : New work (two or more coats) including a coat of approved steel primer but excluding a coat of mordant solution
45.85
131
6006.35
... More
Welded steel wire fabric of required width having rectangular mesh painted with two or more coats of enamel paint of approved shade over a coat of primer (Priming & Painting to be paid for separately)
451.8
57
25838.44
... More
Providing and fixing stone jali 40 mm thick throughout in cement mortar 1:3 (1 cement : 3 coarse sand), including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment, matching the stone shade, jali slab without any chamfers etc. Red sand stone
9.6
10815
103830.82
... More
ELECTRICAL BHANDAR GRAH
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Group - A
4
923
3694.08
... More
Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.
Group - C
3
1395
4186.47
... More
Supplying and fixing suitable size GI box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 amps modular switch, connection etc. as required.
8
360
2886.32
... More
Supplying and Fixing following piano type switch/ socket on the existing switch box / cover including connections etc. as required. 5/6 amps switch
12
39
471.96
... More
Supplying and Fixing following piano type switch/ socket on the existing switch box / cover including connections etc. as required. 3 pin 5/6 socket outlet
10
52
521.9
... More
Wiring for circuit/ subain wiring along with earth wire with the following size of FRLS PVC insulatated copper condutor, single core cable in surface/ recessed steel conduit as reuired. 2x 1.5 sq. mm + 1x1.5 sq. mm earth wire
130
247
32152.9
... More
Wiring for circuit/ subain wiring along with earth wire with the following size of FRLS PVC insulatated copper condutor, single core cable in surface/ recessed steel conduit as reuired. 2x 2.5 sq. mm + 1 X 2.5 sq. mm earth wire
133
279
37120.3
... More
providing and laying earth connection electrode with 4.00 mm dia copper wire in 15 mm dia G.I pipe from earth electrode including connection with copper thimble excavation and re- filling as required
85
279
23723.5
... More
supplying and fixing of following size of steel conduit along with accessories in surface/ recess including painting in case of recessed conduit as required . 20 mm
110
168
18553.7
... More
Steooed bell push , ISI marked
20
229
4598
... More
250 mm X 300 mm X100 mm deep metal box
10
181
1818.3
... More
Supply, Installation, Testing and Commissioning of 1200 mm sweep, BEE 5 star rated, ceiling fan with Brush Less Direct Current (BLDC) Motor, class of insulation: B, 3 nos. blades, 30 cm long down rod, 2 nos. canopies, shackle kit, safety rope, copper winding, Power Factor not less than 0.9, Service Value (CM/M/W) minimum 6.00, Air delivery minimum 210 Cum/Min , 350 RPM (tolerance as per IS : 374-2019), THD less than 10%, remote or electronic regulator unit for speed control and all remaining accessories including safety pin, nut bolts, washers, temperature rise=75 degree C (max.), insulation resistance more than 2 mega ohm, suitable for 230 V, 50 Hz, single phase AC Supply, earthing etc. complete as required
8
2064
16518.96
... More
Supply & fixing of LED Tube Light with batten suitable for up to 1 x 22 watt LED tube light complete including tube etc on surface complete in all respects.
4
1451
5806.4
... More
Supply & fixing of LED Tube Light with batten suitable for up to 2 x 22 watt LED tube light complete including tube etc on surface complete in all respects.
2
2135
4271.2
... More
Supply & fixing of recess mounting round 10 to 15 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.
6
1634
9804
... More
Supply & fixing of recess mounting round 15 to 18 watt LED Down Lighter having Powder coated die cast aluminium housing with heat sink, diffuser/ Reflector and driver set complete in all respect.
26
2226
57896.8
... More
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without B/RCCB/Isolator)
6 Way TPN
1
3762
3762.15
... More
Supplying and fixing following way, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without CB/RCCB/Isolator)
4 Way SPN
1
3094
3094.29
... More
Supplying and fixing following ratingg four pole, 415 , V isolator in the existing MCB BD comlete with connections testing and commissioning etc. As requored. 63 A
10
782
7820.8
... More
Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB),having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. As required.
63 Amp. 4 Pole MCB
1
2058
2058.82
... More
2 +10 way, SPN, single door MCB DB
4
1242
4970.04
... More
14 way, SPN, double door MCB DB
2
2145
4290.78
... More
Modular blanking plate
5
16
83.6
... More
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation sand cushioning protective covering and refilling the trench etc. as required .
Upto 35 sq. mm
40
292
11708.4
... More
Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade of following size direct in ground including excavation sand cushioning protective covering and refilling the trench etc. as required .
Above 35 sq. mm and upto 95 sq mm
35
306
10721.55
... More
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.
2X16 sq. mm(22mm)
3
193
580.89
... More
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.
2 X25 sq. mm (22mm)
2
195
391.8
... More
Supply and fixing of Palm / pin type copper tin plated cables sockets (lugs) to the cable leads, insuslating with tape and making of connections etc. complete in all respects as per direction of Engineer-Incharge.
Modular blanking plate
8
16
133.76
... More
PATHWAY
Demolishing lime concrete manually/ by mechanical means and disposal of material within 50 metres lead as per direction of Engineerin-charge
217.85
616
134367.7
... More
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 .In cement mortar In cement mortar
125.58
1492
187404.29
... More
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
210.6
188
39708.63
... More
1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)
251.41
5199
1307319.43
... More
1:2:4 (1 cement : 2 coarse sand (zone-iii) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
251.41
5706
1434749.1
... More
Providing and fixing on wall face 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, (i) Single socketed pipes. 110 mm diameter
100
273
27337
... More
Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. 110 mm
40
268
10758
... More
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.
Coupler
110 mm
20
98
1972.4
... More
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.
Bend 87.5°
110 mm bend
5
108
544.55
... More
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.
Shoe (Plain)
110 mm Shoe
20
95
1910.2
... More
Providing and fixing S.W. intercepting trap in manholes with stiff mixture of cement mortar 1:1 (1 cement : 1 fine sand) 100 mm dia
5
39
198.1
... More
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 : 6.4.1 Cement mortar 1:4 (1 cement : 4 coarse sand)
107.64
5338
574684.58
... More
Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000 x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineerin-charge.
780
1014
790966.8
... More
Provinding & fixing granite stone cobbling as per design Usage/Application Pavement Type Indoor Material Granite Dimensions 4x4x3-4 Inch Shape Square
1436.82
1377
1979219.55
... More
REPAIR OF GATE
Dismantling old plaster or skirting raking out joints and cleaning the surface for plaster including disposal of rubbish to the dumping ground within 50 metres lead.
132
39
5225.88
... More
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
66
289
19096.44
... More
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :sand stone - Exposed face machine cut and table rubbed with rough backing.
40 mm thick
46.34
5622
260560.09
... More
PAVALLION / YAMUNA DARSHAN
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
213.82
188
40315.76
... More
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
64.15
141
9107.38
... More
Providing and laying cement concrete 1:4:8 (1 cement :4 coarse sand :8 graded Stone aggregate 40 mm nominal size) including supply of all materials, labour T & P rtc required for proper completion of the work and curing complete also including cost of formwork in foundation & floors.
14.47
4934
71399.18
... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
35.71
1538
54934.12
... More
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
11.9
2016
23997.54
... More
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) over 75mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
22.56
542
12244.67
... More
Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 12.5mm nominal size derived from natural sources)
14.08
297
4190.21
... More
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:With Chlorpyriphos E.C. 20% with 1% concentration
91
224
20437.69
... More
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, 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, All works above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
1.3
7251
9427.28
... More
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, 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, All works above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
19.83
7251
143802.2
... More
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, 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, All works above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
14.32
7251
103845.06
... More
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, 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,
All works upto plinth levelconcrete of m30 grade with minimum cement content of 350 kg /cum
1.72
6994
12029.9
... More
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, 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,
All works above plinth level upto floor V level concrete of m30 grade with minimum cement content of 350 kg /cum
4.43
7251
32125.25
... More
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, 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,
All works upto plinth levelconcrete of m30 grade with minimum cement content of 350 kg /cum
14.13
6994
98827.06
... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)
68.47
5338
365557.91
... More
Surface dressing on new surface with paving bitumen of grade VG - 10 of approved quality using 2.25 kg of bitumen per sqm with 1.65 cum of stone chippings 13.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete:
14.07
163
2296.65
... More
Half brick masonry 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. Cement mortar 1:3 (1 cement :3 coarse sand)
22.56
833
18800.83
... More
Providing and laying brick tiles over mumty roofs, grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% of integral water proofing compound by weight of cement, over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) and finished neat: 12.19.1 With common burnt clay F.P.S. (non modular) brick tiles of class designation 10
97.09
439
42716.69
... More
Providing and laying water proofing treatment on roofs of slabs by applying cement slurry mixed with water proofing cement compound consisting of applying: (a) after surface preparation, first layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm.
97.09
499
48448.88
... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level or above plinth level. thermo-Mechanically Treasted bars of grade Fe-500D or more.
92.06
7812
719185.61
... More
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
36.32
289
10508.83
... More
15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)
94.46
289
27331.06
... More
Stone work (machine cut edges) for wall lining etc. (veneer work) upto 10 metre height, backing filled with a grout of average 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) including pointing in white cement mortar 1:2 (1 white cement : 2 stone dust) with an admixture of pigment matching the stone shade :Red sand stone - Exposed face machine cut and table rubbed with rough backing.
40 mm thick
174.61
5622
981795.36
... More
40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush. Red sand stone
79.36
927
73585.77
... More
Distempering with 1st quality acrylic distemper (ready mixed) having VOC content less than 50 gram/litre, of approved manufacturer and of required shade and colour all complete to achieve even shade and colour : New work (two or more coats) over and including water thinnable priming coat with cement primer having VOC content less than 50 gram/litre
94.46
134
12702.98
... More
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
94.46
190
17974.79
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Foundations, footings, bases of columns, etc. for mass concrete
141.31
284
40139.11
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Columns, Pillars, Piers, Abutments, Posts and Struts
328.74
696
228908.24
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
62.28
533
33220.77
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Lintels, beams, plinth beams, girders, bressumers and cantilevers
62.28
533
33220.77
... More
Centering and shuttering including strutting, propping etc. and removal of form for
Suspended floors, roofs, landings, balconies and access platform
97.09
671
65211.47
... More
STONE BANCH Stone Bench, Size (Feet): 5 Bench Type With Back Seating Capacity 4 Seater Size 5feet
10
14580
145800
... More
(SOLAR PHOTO VOLTAIC POWER GENERATOR SYSTEM) Supplying, installation, testing and commissioning of grid interactive roof top solar photo voltaic power generation system including space frame
20
44589
891792.6
... More
G.S.T Extra as per applicable
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