Rural Engineering Department Tender

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Rural Engineering Department Tender

Works
Civil And Construction
Civil And Architectural Services
Eprocure
Opening Date5 May 2025
Closing Date23 May 2025
Tender Amount₹ 2,70,10,000 
Notes
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AI Insights

Class Of Bidder
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The class eligibility requirement to bid or participate in this tender is Categories A, B, or C.
Bid Capacity
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The formula for Assessed Available Bid capacity is A*N*M - B.
Technical Capacity
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The required prior work experience for the bidder includes having satisfactorily completed, as a prime contractor, at least one similar work equal in value to one-third of the estimated cost of the work for which the bid is invited. The value of similar works completed should be equal to one-third of the package value, excluding maintenance cost. The percentage of similar works completed is approximately 33.33%. The bidder needs to submit a certificate of work experience, which should include details such as the date of start, due date of completion, actual date of completion, actual value of final payment, contract bond number, and amount of contract bond. Additionally, the required prior work experience for the bidder includes work performed as a prime contractor or sub-contractor on construction works of a similar nature and volume over the last five years. The bidder needs to attach only one qualifying certificate from the Engineer-in-charge, clearly mentioning the actual work done amount, date of start, actual date of completion, and amount of contract bond. The required prior work experience also includes specific years of experience for different qualifications, such as: - For Degree Holder in Civil Engineering: Minimum 5 years of experience in Road Works & Building works. - For Diploma Holder in Civil Engineering: Minimum 5 years of experience in Road Works & Building works. - For Supervisor BSc (PCM): Minimum 4 years of experience in Road Works & Building works. - For field testing laboratory personnel with Diploma in Civil Engineering or BSc with Physics, Chemistry, Mathematics: At least 3 years of field experience. The value and percentage of similar works completed are one-third (approximately 33.33%) of the estimated cost of the work for which the bid is invited.

Costs

Summary

Under District Ayodhya, Beautification Work Of Pond In Iet Campus Of Dr. Ram Manohar Lohia Awadh University, Lot No 1

Description

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BOQ Items

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DO_NOT_SHOW

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Ist KM Cartage Earth

8805.03

60

531999.9126

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Providing and laying 500x500x40 mm thick Turf paver (Turfpave XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna sand, including spreading, well ramming, consolidating and finishing As per DSR 11.45

1475.25

1192

1759501.1700000002

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Path Way

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-

-

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CONSTRUCTION OF STROM WATER DRAINS

-

-

-

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DRAIN (SIZE 0.30X0.30)

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-

-

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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 for all lift, as directed by Engineer-in-charge. As per DSR Pg 91 2.6.1

219.71

123

27230.8574

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Providing & Laying CC work in 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8

36.62

4756

174182.29759999996

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR 5.1.2

147.02

6316

928607.724

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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. As per DSR 5.22.6

4599.32

75

346374.7892

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DRAIN (SIZE 0.45X0.45)

-

-

-

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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 for all lift, as directed by Engineer-in-charge. As per DSR Pg 91 2.6.1

522.72

123

64785.9168

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Providing & Laying CC work in 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) As per DSR 4.1.8

65.34

4756

310788.4032

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR 5.1.2

147.02

6316

928607.724

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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. As per DSR 5.22.6

9232.54

75

695302.5874000001

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Construction Of RCC Cover

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-

-

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR 5.1.2

100.8

6316

636672.96

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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. As per DSR 5.22.6

6330.24

75

476730.3744

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Sedimention Tank

-

-

-

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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 for all lift, as directed by Engineer-in-charge. As per DSR 2.6.1

237.39

123

29422.116599999998

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Providing and laying of 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal AS per DSR 4.1.8

12.95

4756

61596.41599999999

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR 5.1.2

17.27

6316

109080.77399999999

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Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources) DSR 5.1.2

35.9

6316

226751.58

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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. As per DSR 5.22.6

4227.23

75

318352.69129999995

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PARKING

-

-

-

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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 for all lift, as directed by Engineer-in-charge. As per DSR 2.6.1

0.72

123

89.23679999999999

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Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. Eding.

76.47

2042

156172.38689999998

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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.With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 DSR 16.78.2

3.25

5146

16726.32

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Steps for access in pond

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-

-

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Providing laying of 80mm thick rubber moulded paver block including cushion & Joint filling with local sand. AS per SOR 6.7 Mord 1500

762

902

687705

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Precasting and placing in position 125 mm dia Bollards 600 mm high of required shape including providing M.S. Pipe Sleeve 50 mm dia 300 mm long in the Bollard and M.S. Pipes 40 mm dia and 450 mm long with 150x150x6 mm M.S. plate welded at bottom and embedded 150 mm in cement concrete 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources), including necessary excavation of size 250x250x450 mm deep for the same in bitumen/concrete pavement at AS PER DSR 4.9 pg 106

250

649

162307.5

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FILTRATION SYSTEM FOR WATER TREATMENT

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-

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Multi-grade media Filter Capable to accommodate a maximum Flow Rate of 105 M3/Hr @ filtration Velocity of 50m3/hr/m2. Made of fiber Glass Vessel of 2000 mm Dia . with complete internal distribution system comprising of collector and diffusor arms Initial charge of Multigrade Filter Media (0.2 mm to 06 mm granulometry ). Vessel Complete With Face Piping of 110 mm and Valve System of Sir/Kartar/Zolotto Make . Make :ASTRAL/PENTAIR

1

693186

693186.5

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Recirculation Pump set of 10.0 H.P capacity capable to deliver a caudal flow of 110 m3/hr @ 10 mtrs head complete with Hairstrainer with priming inlet . Make : Kirloskar/Crompton (01 Wkg + 01 Standby)

2

77615

155230

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Electrical Control Panel Comprising of Bus Bar, Start Delta/DOL Starters , Phase Preventor, Phase Indicators, Main Switch , Required MCB and MCCB's and set of Internal Wiring. Panel made of 14 gauge CRCA sheet with earthing terminals. Make : LnT/Scheneideror Equiv

1

51775

51775

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Maintenance equipment and chemicals comprising of Deep Bag net, Flat net , Telescopic pole , Algae brush and straight brush.

1

28500

28500

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THREE TIER SEQUENCING FOUNTAIN

-

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-

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Designing supply installation & testing Floating foaming jet fountain with Luminaries & pumpset with all fittings .

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-

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JET NOZZLES - High & Heavy Cascade fountain consists of one central and 5 peripheral jet each with ball joint and Jets are mounted on steel galvanised fountain head High end Nozzles are made of Brass- nickel/Chrome plated with measured flow approx. 100 lpm .(Paai/Aquatronics/AIS/PEM)

1

143830

143830

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Hydraulic system -complete hydraulic system along with manifold & other accessories to get desired outcome from water feature .

1

199310

199310

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10 HP openwell monosumbersible pumpset with all fittings (Kirloskar/Crompton/Equiv)

2

62272

124545

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2.5 sqmm 3 core - copper sumbersible cable flat Keep fire hazards at bay while ensuring safety and reliability with Flat submersible cables Flexible cables are safe, reliable, fire retardant, fire resistant, lead free, non-toxic cable that is eco-friendly. These cables are flexible to be installed in different locations and offer protection under any circumstances. Applications like pumps, motors and various others run perfectly . protection to the entire circuit, appliances and their users, the submersible cables are one of the sturdiest inventions to get your electrical products running smoothly. (For sumbersible pumpsets) Make Polycab/Havells/KEI/Eqv.

200

304

60990

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2.5 sqmm 4 core - Copper Control Cables; Size of Conductor: 2.5 sq mm; Core: 4 Core; Conductor Material: Copper (For Lumianries). Make : Polycab/Havells/KEI/Eqv.

200

271

54340

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RGB LED lights (not less than 36 W) The housing, top cover and bracket are all in polished stainless steel, fasteners are also stainless steel, Design is extremely compact, Special measures have been taken for protection of components and sealing, totally protected against ingress of water - IP 68 light body stainless steel 304 grade ,power LED make- edisson/Bridgelux 3 watt each ,light top diameter 130 mm thickness 3.5 mm toughened glass diameter 93 mm thickness 5 mm waterproof LED light 36 watt (CDT/Paai/Aquatronics make)

15

12825

192375

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FLOATATION SYSTEM - HDPE Pontoon is a unique dry dock system accessory, made from high density polyethylene using the blow molding method, with anti-corrosion, anti-freezing, antioxidation, and anti-ultraviolet characteristics. Its superior design prevents any disproportionate stress on the hull by distributing the weight of the boat evenly, which can make your boat more stable. Its environmentally friendly reinforced materials can avoid the erosion of seawater, chemicals, drugs, oil and water bodies.There size of HDPE pontoons, which are used 50x50x40 cm. The top surface of the pontoon has a pattern without sharp corners and a non-slip design to ensure safety and stability. The four rounded and blunt corners avoid hazards such as slipping, splintered wood splinters and rusty nails in concrete, wood and steel facilities. The modular is cubes, which are connected by pins, and can be equipped with special railings, fasteners, bolts according to the environment on site. with brackets & all fittings

1

214320

214320

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Panel comprises of motor main switch, contactors, overload relays, switch fuses, light sequencer, push button on off switches, indicating lamps etc. complete with internal wiring. Lighting system shall be connected by a separate switch and fuse but shall not be energized unless pump is first switched with RGB Led luminaries control system on.(L&T/BCH/C&S/Equiv)

1

243010

243010

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STREET LIGHT

-

-

-

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Supply & fixing of 6.00mtr GI octagonal pole of approved make (top dia 70mm, bottom dia 130 mm and base plate 12mm thick) having 3mm thickness with double arm brakcet ( 1mtr. Length each) on RCC foundation bolts excavation & back filling and required T&P complete in all respect SI NO 647

25

14012

350312.5

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Supply and burrying of 40mm dia x 4.50meters long GI pipe vertically for earthign having 12mm dia. Holes spaced 75mm apart drilled upto 2 meter from the bottom complete with earthing AS per 701

25

3872

96805

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Supply & laying of 35 Sq.mm 3-1/2 core aluminium conductor PVC insulated armoured servd sheathed cables 1100 volts grade at a depth of 750mm below ground level over a cushion of 75mm thick sand all around and protected with burnt bricks on sides and on top SI No 501(K)

650

312

203053.5

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Supply and fixing of LED street light fitting having die cast aluminum body and diffuser with driver set suitable for 75 to 90 watt. Confirming tgo IP 66 Protection complete in all respect 1423 CAT AAA

50

8407

420375

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Supply & fixing of 63 A 415 V Heavy duty double break HRC fuse type metal clad TPN complete with HRC fuse etc. on angle iron frame complete in all respect. SI No 345 CAT-A

25

5804

145112.5

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Supply and erection of 600mm long cross arm of 50mm x50mmx6mm mild steel angle iron with necessary clamps , bolts nuts etc. As per 625

50

542

27122.500000000004

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ELEVATED PATH OVER POND

-

-

-

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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) : 300mm dia piles AS per DSR 20.3.2

352

2651

933317.44

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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) AS per DSR 20.4.2

72

2042

147024

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Providing and laying of 1:3:6 (1 Cement : 3 coarse sand (zone-lll) derived from natural sources : 6 graded stone aggregate 20 mm nominal as per DSR 4.1.5

8.78

5093

44721.1056

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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, carriagefor 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 indesign mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear thecost of extra cement. all work upto plinth level.Concrete of M25 grade with minimum cement content of 330 kg /cum DSR 5.33.1.1

68.96

6636

457666.14239999995

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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 sdirection of the engineer-in-charge, for the following gradesrk above plinth level & floor v level Concrete of M25 grade with minimum cement content of 330 kg /cum. DSR 5.33.2.1

127.36

6885

876876.1472

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Add for using extra cement in the items of design mix over and above the specified cement content therein.DSR 5.35

64.78

512

33177.724799999996

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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. As per DSR 5.22.6

462.33

7530

3481636.1679

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Supply And filling of local sand

1084.3

665

721059.5

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Steel Railing

-

-

-

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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 for all lift, as directed by Engineer-in-charge. As per DSR 2.6.1

10.33

123

1280.3002

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Providing and laying of 1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources : 8 graded stone aggregate 40 mm nominal AS per DSR 4.1.8

2.58

4756

12271.7184

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Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works AS per DSR 10.25.2

823.2

120

99212.064

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Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture AS per DSR 13.62.1

823.2

157

130049.136

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Centring and shuttring of column 5.9.6

174.91

671

117404.8393

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Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers 5.9.1

259.16

273

70963.1912

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Centring and shuttring of Grade Beam 5.9.5

584.7

514

300646.89300000004

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Centring and shuttring of Slab 5.9.3

322.8

647

208996.86000000002

... More
Precast terrazo tiles 22 mm thick with graded marble chips of size upto 12 mm, laid in floors, and landings, jointed with neat cement slurry mixed with pigment to match the shade of the tiles, including rubbing and polishing complete, on 20 mm thick bed of cement mortar 1:4 (1 cement:4 coarse sand) : 11.16.1 Light shade pigment using white cement sgm As per DSR 11.16.1

362.46

1081

392149.0986

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Providing and laying of PCC 1:2:4 (1 cement : 2 coarse sand (zone-lll) derived from natural sources : 4 graded stone aggregate 20 mm nominal AS per DSR 4.1.3

87.95

5501

483827.90150000004

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Providing and fixing of 50mm dia Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete AS per DSR 18.9.6

550

554

305019

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Providing and fixing G.I. Union in G.I. pipe including cutting and threading 65 mm dia 18.46.7

90

793

71439.3

... More
Providing and fixing G.I. Union in G.I. pipe including cutting and threading 50mm dia AS per DSR 18.59.1

40

4014

160564

... More
Providing and fixing C.P. brass stop cock (concealed) of standard design and of approved make conforming to 1S:8931. 18.521 15 mm nominal bore As per DSR 18.52.1

15

468

7022.099999999999

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Manufacturing, supplying and fixing retro reflective overhead signage boards made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity and encapsulated lens type heat activated retro reflective sheeting conforming to type - III of ASTM-D-4956-01 as approved by Engineer-in-charge,letters, borders etc. as per IRC : 67-2001 in silver white with blue colour back ground and with high intensity grade, pasted on substrate by pressure sensitive adhesive backing which shall be activated by applying pressure conforming to class II of ASTM-D-4956-01 and fixing the same to the plate of structural frame work by means of suitable sized aluminium alloys, rivets or bolts & nuts @ 300 mm centre to centre all along the periphery as well as in two vertical rows along with theft resistant measures, including the cost of painting with two or more coats of epoxy paint in grey colour on the back side of aluminium sheet including appropriate priming coat. The rate includes the cost of rounding off the corners, lowering down the structural frame work from the gantry, fixing and erecting the same in position all complete as per drawings,specification and direction of the engineer-incharge. (Structural frame work including M.S. plate to be provided separately. Rectangular area of the sheet only shall be measured for payment). DSR 16.60.1

1.08

4105

4434.091200000001

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Selection No.1 doob grass turf with earth at site fresh & free from weeds 10008

3188

41

131249.96

... More
Grassing with selection No. 1 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 As per DSR Horticultur 2.10.2 13.30x107/107x0.90

3188

12

38797.96

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Food court

-

-

-

... More
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.. DSR 2.8.1

25.12

181

4565.56

... More
Excavating, supplying, stacking 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 foundation trenches, plinth, sides of foundation etc. complete for all lift. DSR 2.25 a

21.6

489

10565.208

... More
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. DSR 2.27

10.8

1482

16015.428000000002

... More
1:4:8 (1 Cement : 4 coarse sand (zone-Ill) derived from natural sources: 8 graded stone aggregate 40 mm nominal size derived from natural sources) DSR 4.1.8

14.85

4756

70633.72799999999

... More
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: DSR 6.1.2 Cement mortar 1:6 (1 cement : 6 coarse sand)

8.46

4980

42131.561400000006

... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :) (1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) DSR 5.1.2

5.77

6316

36444.473999999995

... More
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. DSR 5.22.6

5.53

7530

41644.3839

... More
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers DSR 5.9.5

26.91

514

13836.852900000002

... More
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)

21.6

276

5961.6

... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate DSR 11.3

99

428

42458.13

... More
11.13 Providing and fixing glass strips in joints of terrazo/ cement concrete floors. 40 mm wide and 4 mm thick DSR 11.13.1

36

64

2306.5199999999995

... More
Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Electric resistance or induction butt welded tubes DSR 10.16.3

565.666

135

76783.50284000002

... More
Providing reinforced by organic fibres and/or inorganic synthetic fibres cement 6 mm thick corrugated sheets (as per IS: 14871) roofing up to any pitch and fixing with polymer coated J or L hooks, bolts and nuts 8 mm dia. G.I. plain and bitumen washers or with self drilling fastener and EPDM washers etc. complete (excluding the cost of purlins, rafters and trusses), including cutting sheets to size and shape wherever required. DSR 12.8

72

374

26966.88

... More
Toilet & pump house

-

-

-

... More
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lift, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 2.8.1 All kinds of soil.

21.58

181

3922.1649999999995

... More
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)

4.72

4756

22450.5856

... More
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :1:1.5:3 (1 cement: 1.5 coarse sand (zone-Ill) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

1.15

6316

7263.629999999999

... 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 1:6 (1 cement : 6 coarse sand)

11.49

4980

57221.2341

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

1.44

8033

11568.5424

... More
Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas,lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement: 1.5 coarse sand(zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources).

5.95

8033

47800.5745

... More
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.

6.7

7530

50455.221000000005

... 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 1:6 (1 cement : 6 coarse sand)

14.61

6358

92893.74029999999

... More
Brick work with common burnt clay bricks of M-150 Class in super structure above plinth level upto floor V level in all shapes and sizes in cement mortar 1:4 (1 cement : 4 coarse sand) Half Brick Wall as per SI no 6.13.2

12.11

784

9502.5959

... More
12 mm cement plaster of mix : 1:6 (1 cement: 6 coarse sand)

85.14

239

20429.343

... More
15 mm cement plaster on rough side of single or half brick wall of mix: 1:6 (1 cement: 6 coarse sand)

72.67

276

20060.5535

... More
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. (DSR - 2.25A)

10.42

489

5096.7346

... More
Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

9

428

3859.83

... More
11.40 Providing and laying rectified Glazed Ceramic floor tiles of size 300x300 mm or more (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in all colours, shades, except White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick Cement Mortar 1:4 (1 Cement: 4 Coarse sand), jointing with grey cement slurry@ 3.3 kg/ sqm including pointing the joints with white cement and matching pigments etc., complete.

8.1

1005

8140.985999999999

... More
Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps 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 pigment of matching shade complete. (Wall Tiles)

23.62

885

20911.7308

... More
Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. Granite of any colour and shade (Area of slab upto 0.50 sqm)

0.95

3586

3407.0989999999997

... More
Providing and applying white cement based putty of average thickness 1mm of approved brand and manufacture over the plastered wall surface to prepare the syrface even and smooth complete.

174.91

108

19059.9427

... 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 :

102.24

129

13253.3712

... More
Finishing walls with ready mixed Premium acrylic emulsion paint (Company Depot Tinted) having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade with silicon additives.

72.67

126

9197.1152

... More
Cement plaster (1:3) finished with a floating coat of neat cement. 12 mm Cement Plaster

22.35

313

7015.665

... More
10.31 Providing and fixing angle iron frames for doors, windows and ventilators of mild steel Angle sections of size 35x35x5 mm, joints mitred and welded by angle iron 35x35x5 mm or 35x 5 mm flat pieces to the existing T-iron frame or to the wall with dash fastener, including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer, all complete as per the direction of Engineer-In-charge.

243.8

91

22215.056

... More
Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 Itr/10 sqm over an under coat of primer applied @ 0.80 Itr/10 sqm of approved brand and manufacture

2.94

119

350.41859999999997

... More
SANITARY FIXTURES & ACCESSORIES: I

-

-

-

... More
Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required: White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests

1

4725

4725.34

... More
Providing and fixing wash basin with C.I.brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require a) White Vitreous China Flat back wash basin size 550x 400 mm with single 15 mm C.P. brass pillar tappillar tap.

1

1312

1312.15

... More
Providing and fixing flexible P.V.C. waste pipe for sink or wash basin including PVC waste fittings complete.

-

-

-

... More
Felxible pipe

-

-

-

... More
a) 32mm dia

1

83

83.48

... More
Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete.

1

1122

1122.75

... More
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :

1

135

135.42

... More
SOIL WASTE & VENT PIPES AND FITTINGS - II

-

-

-

... More
Providing and fixing G.I. Pipes complete with G.I. fittings and clamps, i/c cutting and making good the walls etc.

-

-

-

... More
(Internal Work)

-

-

-

... More
Expansion on Wall

-

-

-

... More
32 mm dia nominal bore. (medium duty)

10

465

4657.4

... 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.

-

-

-

... More
a) 110mm diameter

5

263

1317.6

... More
WATER SUPPLY PIPES AND FITTINGS - III

-

-

-

... More
Providing & fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.

-

-

-

... More
a) 15mm nominal bore

1

557

557.87

... More
Providing and fixing gun metal gate valve with wheel of approved quality.

-

-

-

... More
25 mm nominal bore

1

434

434.59

... More
32 mm nominal bore

1

481

481.52

... More
Providing and fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : Sand Cast Iron S&S as per IS: 1729

-

-

-

... More
100 mm linlet & 100 mm outlet

1

1175

1175.54

... More
100 mm inlet & 75 mm outlet

1

1088

1088.12

... More
Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 15mm nominal bore

1

401

401

... More
Providing and fixing PTMT soap Dish Holder having length of 138mm, breadth 102mm, height of 75mm with concealed fitting arrangements,weighing not less than 106 gms.

1

1088

1088.12

... More
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :

-

-

-

... More
a) 20 mm nominal bore

1

322

322.94

... More
b) 25 mm nominal bore

1

324

324.03

... More
Providing and placing on terrace (at all floor levels) polyethylene water storage tank of approved brand and manufacture with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.

-

-

-

... More
a) Circular Tank

500

7

3845

... More
Constructing brick masonry manhole in cement mortar 1:4 (1 cement : 4 coarse sand ) with R.C.C. top slab with 1:1.5:3 mix (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

1

8917

8917.03

... More
Point wiring in PVC conduit, with piano type switch :-

-

-

-

... 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 mdular type 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.

-

-

-

... More
Group C

3

1069

3208.7999999999997

... More
Twin Control Point wiring in PVC conduit, with piano type switch :-

-

-

-

... More
Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed medium class pvc conduit, 2 way piano type switch, phenolic laminated sheet, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

-

-

-

... More
Power plug wiring in PVC conduit (2 x 4 Sq.Mm.):-

3

1062

3186.93

... More
Wiring for light/ power plug with 2X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 1 No. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

-

-

-

... More
Power plug wiring in PVC conduit (4 x 4 Sq.Mm.):-

10

243

2435.2000000000003

... More
Wiring for light/ power plug with 4X4 sq. mm FRLS PVC insulated copper conductor single core cable in surface/ recessed medium class pvc conduit alongwith 2 Nos. 4 sq. mm FRLS PVC insulated copper conductor single core cable for loop earthing as required.

-

-

-

... More
Circuit/ Sub main wiring in PVC conduit:-

5

391

1957.6499999999999

... More
Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed medium class pvc conduit as required.

-

-

-

... More
2 X 1.5 sq. mm+ 1 X 1.5 sq. mm earth wire.

10

169

1698.8

... More
SUB HEAD (IV):- MISCELLANEOUS

-

-

-

... More
Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections butexcluding modular plate etc. As required.

-

-

-

... More
5/6 A switch

5

75

375.5

... More
3 pin 5/6 A socket outlet

5

88

444.75

... More
Supply of LED Tube Light with Metal heavy duty Box type batten Light fitting 1X22 watt suitable for upto 1X22 watt LED Polycarbonate tube light complete Including tube suitable for both surface & suspended complete in all respect.

2

969

1938

... More
Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts 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-lncharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.

-

-

-

... More
16 sq. mm 4 core

10

325

3258.5

... More
10 H.P Submersible

-

-

-

... More
Boring/drilling bore well of 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, upto 90 metre depth below ground level. 300mm dia

-

-

-

... More
Upto 90 metre depth below ground level.

90

494

44477.1

... More
Beyond 90 metre & upto 150 metre depth below ground level.

50

576

28827.499999999996

... More
Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. (I) 200 mm nominal size dia

90

777

69965.1

... More
Supplying, assembling, lowering and fixing in vertical position in bore well unplasticized PVC medium well screen (RMS) pipes with ribs, conforming to IS: 12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer-in-charge. (I) 200 mm nominal size dia.

45

676

30455.55

... More
Supplying, filling, spreading & leveling p gravel of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -incharge.

2

1074

2148.16

... More
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 tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge.

24

757

18183.12

... More
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 borewell of : 200 mm dia

1

224

224.25

... More
Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. 200 mm clamp.

1

1601

1601.54

... More
Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). 200 mm dia.

1

249

249.7

... More
Water supply tanker of 5000 litre capacity

10

1152

11521.099999999999

... More
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. 32 mm dia nominal bore

50

377

18863



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