Haryana Police Housing Corporation Tender

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Haryana Police Housing Corporation - HPHC Tender

Works
Eprocure
Opening Date17 Aug 2019
Closing Date30 Aug 2019
Tender Amount₹ 2,75,46,653 
Notes
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Costs

Summary

Construction Of Additional Stair Case (fire Escape Pre-feb Stair Case) For 11 Towers (6 Plus 5) Type Ii In Police Lines, Manesar Distt. Gurugram

Description

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BOQ Items

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DO_NOT_SHOW

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Dismantling Concrete (d) cement concrete plain 1:2:4 mi HSR No. 8.6+C.P 550%

2.42

1130

71.85

... More
Scraping white wash and colour wash As per HSR 8.32 C.P 550%

716.65

2096

0.45

... More
Shuttering for faces of concrete foundations and foundations beams (vertical or battering), as per HSR 9.13 (C.P.@ 400%)

969.76

148616

30.65

... More
Providing & Laying ready mix concrete M-10 grade concrete for RCC in fully automatic batching plant and transported to site of work in transit mixer including pumping of RMC from transit mixer to site of laying excluding the cost of centring and shuttering, finishing the reinforcement including cost of admixtures in recommended proportions as per IS 9103 to accelerate / tetard setting of concrete improve workability with impairing strength and durability as per direction of Engineer in Charge with 220 Kg of cement.

78.98

362913

4595

... More
Providing & Laying ready mix concrete M-25 grade concrete for RCC in fully automatic batching plant and transported to site of work in transit mixer including pumping of RMC from transit mixer to site of laying excluding the cost of centring and shuttering, finishing the reinforcement including cost of admixtures in recommended proportions as per IS 9103 to accelerate / tetard setting of concrete improve workability with impairing strength and durability as per direction of Engineer in Charge with 340 Kg of cement.

320.98

1887041

5879

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P&L autoclaved aerated (cellular) concrete light weight blocks (as per IS: 2185, part 3) having density of 550 to 650 kg/m3 and compressive strength of 4.0 N/mm2 masonary in non load bearing walls using 100 mm thick AAC blocks completed in all respect (ii) with polymer modified adhesive of rupted make as approved by Engineer-In-Charge in superstructure complete in all respect. HSR 11.104 (CP 0%) 2nd Storey

121.55

59171

486.8

... More
3rd Storey

121.55

59979

493.45

... More
4th Storey

121.55

60787

500.1

... More
5th Storey

121.55

61595

506.75

... More
6th Storey

121.55

62404

513.4

... More
7th Storey

121.55

63212

520.05

... More
8th Storey

75.13

39571

526.7

... More
P&L autoclaved aerated (cellular) concrete light weight blocks (as per IS: 2185, part 3) having density of 550 to 650 kg. m3 and compressive strength of 4.0 N/mm2 masonary in non load bearing wall using more than 100 mm thick AAC blocks complete in all respect (ii) with polymer modified adhisive of reputed make as approved by Enginner-in-Charge in superstructure complete in all respect. HSR 11.105 (CP 0%) 1st Storey

25.08

103555

4129

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2nd Storey

25.08

105004

4186.75

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3rd Storey

25.08

106452

4244.5

... More
4th Storey

25.08

107900

4302.25

... More
5th Storey

25.08

109349

4360

... More
6th Storey

25.08

110797

4417.75

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7th Storey

25.08

112246

4475.5

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12 mm thick cement plaster 1:4 on walls As per (HSR 15.5) (CP 500%) 1st Storey

21.56

1643

12.7

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2nd Storey

246.84

19076

12.88

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3rd Storey

246.84

19342

13.06

... More
4th Storey

246.84

19609

13.24

... More
5th Storey

246.84

19876

13.42

... More
6th Storey

246.84

20142

13.6

... More
7th Storey

246.84

20409

13.78

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8th Storey

187.77

15728

13.96

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Applying of priming coat with metal primer on new steel or iron work i/c preparation of surface.( Ist quality ) As per (HSR No.16.9)+ (CP 230%)

2736.25

28443

3.15

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Pdg. two coats of exterior acrylic emulsion paint. (HSR 16.79) (CP 0%)

3236.2

157765

48.75

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Providing and applying two coats white cement based putty over plastered surface and grinding the surface smooth with sand paper to get an even and smooth finish including cost and carriage of all material, labour charges, scaffolding, sundries etc. complet (J.K./ Birla make) (HSR 16.81) +(CP 230%)

1690.37

63313

11.35

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Commercial hard wood such as hillock, champ, chikrassy and chaplash etc. (Non coniferous timber other than teak conforming to I.S specification no. 1003 kiln seasoned) wrought, planed and fixed in positon. As per (HSR No.17.8)+ (CP 300%)

8.91

300338

8427

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Structural steel work in compound girders or stanchions built up from two or more R.S. joists or channel section or plates and Angles etc., riveted including cutting and Fixing all lattice bars, stiffeners, gusset plates, Bolts, nuts, rivets etc., complete with flangePlates, heads sole, plastes, angle connections, Etc. with hoisting and erection in positon angle iron, etc As per HSR 18.9 (b) C.P 500 % (b) with two or more channels , or plates, or angle irons etc.

3610.75

22028464

1016.8

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Cold twisted deformed( ribbed/ TOR steel ) bars for R.C.C works where not included in the complete rate of RCC including bending, binding and placing in positon complete., as per HSR 18.22(C.P.@ 500%)

158.95

884128

927.05

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Applying priming coat with exterior primer before providing weather shield exterior paint in all shade on newly plastered or conc. Exterior surface.

1690.37

43443

25.7

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G.Total HSR

-

-

-

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E.I HSR

-

-

-

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Supply ander ection of miniature circuitbreaker/isolator240/415V in the existing distribution board including making necessary connection:- as per HSr 31.17 CP @ 30% (A) Miniature circuit breakers of 9KA breaking capcity. (ii) SPMCB 6 AMP ot 32 AMP

33

4076

95

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iii) SPN MCB 40 to 63 AMP

11

3432

240

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Supply and erectionof PVC unsheathed copper conductor cable single core1100 volts grade in pipe of suitable size excluding cost and erection of pipe as per HSr 31.40 CP 10% i) Size 1.50 Sqmm

3300

37026

10.2

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Sheet steel enclosure supply & erection of sheet stell enclosure double door distribution boards suitable for MCBs etc. recessed in wall with rag bots i/c bonding to earth & necessary connecitons, as per HSr 31.41 CP 10% ii) SP & N 8 way ( Horizontal)

11

10527

870

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Total HSR E.I

-

-

-

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NS E.I

-

-

-

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Wiring in 1.5 sqmm PVC insulated copper conductor cable core, 1100 volts in 25 mm dia PVC pipe, Heavy gauge, ISI mark with modular acessories and GI sheet steel modular boxes of required size with modular inner & outer face plates complete (recessed type). ii) Light Point with 10 amp one way switch:- a) Short Point

33

10065

305

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b) Medium Point

66

31218

473

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c) Long Point

66

44286

671

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S/E PVC pipe ISI marked heavy guage i/c bend inspeciton box etc. i/c lalying of pipe in slab or wall complete with all patty material required to complete the job in all respect. Ii) 25 mm ida on surface

165

6435

39

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Supply and erection of surface / recess mounting LED 6000 K Lunimaire, complete with diffuser, HF electronic driver and other material required to complete the job including fixing the same in ceiling with required material & making necessary connections etc. i) LED 8/ 12 W Square / Round

99

171666

1734

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Total NS E.I

-

-

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