New Okhla Industrial Development Authority Tender

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New Okhla Industrial Development Authority Tender

Works
Eprocure
Opening Date19 Apr 2018
Closing Date2 May 2018
Tender Amount₹ 2,12,74,050 
Notes
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Costs

Description

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BOQ Items

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c) Fixing of Gantry Girder unit in required span (in both direction) as per pump house including one No. of 5.0 Tonne capacity chain pully (Indef Make) with 25.0 Mtr chain and making arrangement for moving on Gantry complete in all respect as per site requirement as per direction of E/I.

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d) Snowcem : finishing walls with Arcylic smooth exterior paint "Trump" of M/S Snowcem India Ltd. or equivolent of required shade (Two or more coat applied @ 1.67 ltr./10 sqm over and including base coat of water proofing cement paint snowcem plan or equivalent applied @ 2.20 Kg/10sqm)

3500000

15260000

4.36

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Earth work in excavation by mecanical means (hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 Sqm. on plan) i/c dressing of sides and ramming of bottoms, lift upto 1.5 m, i/c getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kind of soil. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge.

240

30384

126.6

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Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth consolidating each deposited layer by ramming & watering, lead upto 50 m and lift upto 1.5 m. 2.26

240

19680

82

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P/L 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 C. Sand : 8 graded stone agg. 40 mm N.S.) 4.1.8/DSR-12

36

141141

3920.6

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Brick work with F.P.S.bricks of class designation 100 in foundation and plinth in; cement mortar 1:4 (1cement : 4 C.Sand) DSR 12/I.No.6.1.1

200

969570

4847.85

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Brick work with non modular fly ash lime bricks (FALG Bricks) conforming to IS:12894-2002, class designation 10 average compressive strength in super structure above plinth level up to floor V level in Cement mortar 1:4 (1 cement : 4 coarse sand) (DSR-013, I.No.-6.34.1)

116

614945

5301.25

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12mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) DSR 12/I.No.13.4.1)

955

146926

153.85

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15mm cement plaster on the rough side of single or half brick wall of mix 1:4 (1 cement : 4 c. Sand). DSR 12/I.No.13.5.1)

900

160740

178.6

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Steel work welded in built up sections/framed work including hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required in gratings, frames, guard bar, ladders, railings, brackets, gates, & similar works.(DSR-12,10.25.2)

4200

363300

86.5

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Reinforced cement concrete work in walls (any thickness) including attached plasters, buttresses, plinth & string courses, fillets, columns, pillers, piers, abutments, posts and struts etc. upto floor two level excluding the cost of centring, shuttering, finishing and reinforcement - a) mix 1:2:4 (1 cement :2 c.sand: 4 graded stone agg. 20mm n.s.)(DSR-12,5.2.3)

44

260618

5923.15

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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. Cold twisted bars (Ino5.22.3/p-92)

3454

229691

66.5

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P/L Cement Concrete in retaining walls, return walls, walls (any thickness including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping bed blocks, anchor blocks, plain window sills, fillets etc. upto floor five level, excluding the cost of centring, shuttering and finishing of 1:2:4 (1C : 2 coarse sand : 4 graded stone agg. 20 mm n.s.) DSR-12/I. No. 4.2.3)

4

23288

5822.15

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Centring and shuttering including strutting, propping etc. and removal of form for (DSR-02)

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a) Columns, Pillar, Piers, Abutments, Posts and Struts.I.no. 5.9.6

260

109980

423

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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. (13.62.1/p-206)

130

12057

92.75

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Finishing wall with water proofing cement paint of required shade. New work (Two or more coats applied 3.84 Kg/10cm2) Ino-13.44.1/p-204

1855

100912

54.4

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Neat cement punning. (DSR-12/Ino-13.18,Pno-202)

240

8772

36.55

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Add or deduct for plaster drip course/groove in plastered surface or moulding to R.C.C. projections.( DSR -Ino-5.30, Pno-93)

1200

33420

27.85

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Earth work in embakment in ordinary soil embankment to be in 20 cm. Layer breaking clods. Watering, rolling each layer with ½ tonne roller or wooden roller or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne i/c 1.50 m. lift and all lead i/c cartage of earth by mechanical transportation and all T&P labour etc required for proper completion of work. (Earth shall be arrenged by the contractor at his own cost from out side of Noida). (As per TAC order No.-789, Dt.-16/04/08)

5969

2161374

362.1

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P/L in position Cement Concrete of specified grade excluding the cost of centering and shuttering – all work up to plinth level 1:5:10 (1 Cement : 5 C. Sand : 10 graded ston agg. 40 min N.S.) I-4.1.10/P-79

58

213022

3672.8

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Cement Concrete 1:2:4 (1 cement : 2 c.sand: 4 graded stone agg. 40 mm n.s.) in pavements, laid to required slope and camber in panels as require i/c consolidation finishing and tamping complete.(DSR-12/16.42).

85

414226

4873.25



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