Haryana Sarasvati Heritage Development Board Tender

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Haryana Sarasvati Heritage Development Board - HSHDB Tender

Works
Civil And Construction
Eprocure
Opening Date26 Oct 2018
Closing Date14 Nov 2018
Tender Amount₹ 28,50,000 
Notes
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Costs

Summary

Construction Of Bridge At Rd 3600

Description

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BOQ Items

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Earth Work excavation in cutting un-dressed with a combined lead upto 60 mtrs. includingbreaking of clods.

516

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Earth Work in excavation in foundations, trenches etc.in all kinds of soils not exceeding 2 mtrs. depth as per approved specifications

92

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Re-handling of earth work with a combined lead upto 15 mtr.

304

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Extra for laying and watering the earth as per specifications for compaction in 25 cm. layers and cost of rolling to specifications with road roller/sheep foot roller and tractor or any other like machinery.

1654

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Design mix cement concrete of grade M-15with minimum cement contents 240 kg/cum in foundation & plinth.

191.92

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Dumping loose stone boulder in bed.

29.2

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Design mix cement concrete of grade M-25with minimum cement contents 300 kg/cum for reinforced concrete work in foundation and plinth.

63.78

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Providing, fixing, laying, jointing of RCC pipe 1200 mm ᴓ NP3 as per applied specification and design

37.49

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Design mix cement concrete of grade M-25 with minimum cement contents 300 Kg/cum for reinforced concrete work in Super Structure

93.32

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Supply and carriage of stone boulder of requisite size confirming to PWD specifications No. 3.31 read with 23.8 & 23.9 i/c loading unloading and stacking if any.

29.2

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First Class brick work laid in cement sand motor 1:3 in foundation and plinth

69.15

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First Class brick work laid in cement sand motor 1:3 in super structure

15.57

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Brick work, extra for profile walls

73.84

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Preparation of sub grade in horizontal portion

300.05

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Centering and shuttering of slab of bridge above 3 mtrs. span.

67.17

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Centering& Shuttering of faces of walls, partitions, retaining walls, well staining and the like (vertical or battering) including attached pilasters, buttresses etc.

287.11

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Shuttering for faces of concrete foundations and foundation beams (vertical or battering)

275.03

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Providing & fixing premoulded bituminous joint filler 12mm wide for expansion joints including cost of sealing compound and primer coat.

773.78

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Providing & fixing PVC water stopper seal 300mm/10mm thick

119.92

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Making weep holes in walls

72

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Making drain holes in slab of bridge as per approved specification

8

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Cement pointing 1:2 deep variety on walls

110.56

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Earth Work excavation in filling in all kinds of soil i/c all leads & lifts and other allowances if any with a lead of 495 Mtr.

839

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Laying dry brick on edge sand grouted over 50mm thick earth amd mud plaster.

301

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Supplying GI PIPES 63mm dia CLASS B MARKED WITH IS: 1239 IN 3.05 M Length, their threading and welding with flanges (Heavy Duty) on both sides, jointing with nuts and bolts Marked with IS: 1363, rubber gaskets, marked with IS:638 JOINTING WITH PUMPING MACHINERY AND LOWERNING INTO TUBEWELLS and testing including carriage, loading, unloading etc. complete in all respect to the satisfaction of Engineer-in-Charge

11

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Structural steel work in angles, tees and flats welded including cutting fixing all gusset plates, bolts, nuts, welding rod, etc. with hoisting and erecting in position: for roof trusses, well kerbs, plates and trussed girders, etc. of any span for buildings and bridges.

3.09

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Preparation of Plastered or concrete surfaces for painting, including sand papering the surface, applying one coat of linseed oil and filling with approved quality filter, consisting fo while lead, linseed oil, varnish and chalk mitti including finishing surface to the required

110.9

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Applying Primer coat with cement primer in all shades on newly plastered or concrete exterior surfaces.

110.9

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Applying painting two coat with ready mixed exterior paint in all shades on newly plastered or concrete surface of walls

110.9

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Painting new letter and figure of any shade with synthetic enamel paint black or any other approved colour to give an even shade. English and Roamn (Hyphoons and the like not to be measured and paid for

432

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Painting borders and arrows upto 6 cm in width with synthetic enamel paint black or any other approved colour to give an even shade.

26.82

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Dismantling of dry brick work

34.38

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F.e. 500 EQR TMT Steel bars for RCC works where not included in the complete rate of RCC I/C bending & binding & placing in position complete in all respect.

125.13

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C.C 1:2:4 with stone aggregate 20 mm Nominal size for RCC work for circular or curve excluding steel reinforcement bu including centering and shuttering, laid in position, complete in all respect.

1.51

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Providing and laying 200mm thick granular sub base consisting of filter layer confirming to table 400.1 Grading-III of MORT&H 5th addition, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per Clause No. 401 of MoRT&H specifications.

66.22

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Providing & laying 75mm thick (compacted) stone metal (G-I) 63mm to 45mm gauge wearing coat to water bound macadam in two layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per Clause No. 404 of MoRT&H specifications for road and bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respects. (N.S.)

2.55

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Providing and laying 150mm thick (compacted metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in two layer of 75mm each using screening type ‘B’ compacting with 3 wheeled steel roller/vibratory roller to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause No. 404 of MoRT&H specifications for road and bridge (5th Revision) of 2013 as per drawing and design directed by the Engineer complete in all respect. (N.S.)

5.09

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Providing and laying tack coat with bitumen VG-10 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared bitumen/granular surface cleaned with mechanical broom including cost of bitumen as per clause No. 503 (5th edition) 2013 as per MoRT&H specification (NS)

66.89

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Providing and laying 50mm thick compacted bituminous macadam in (BM) in one layer by hot mix plant and paver finisher as per Clause No. 504 table NO. 500-7 of MoRT&H specification for road and bridge works (5th Revision) of 2013 using minimum 3.4% bitumen grade VG-30 as binder content by weight of total mix, complete in all respects i/c cost of bitumen, instruction issued from time to time by MoRT&H regarding machinery and bitumen will be followed strictly. The use of self propelled mechanical paver fitted with electronic sensor device conforming to MoRT&H specification in mandatory including cost of bitumen VG-30 Grade. (NS)

1.73

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Providing and laying 20mm thick premix carpet (PC) excluding cost of tack coat, with mixe material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified value of compaction and direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect. i/c cost of Bitumen VG-10 Grade as per Clause 510 MoRT&H specification (5th edition) 2013 (NS).

33.44

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Providing and laying ‘B’ Type seal coat with VG-10 Grade bitumen including supply of fine aggregate mixed and heated with mechanical mixer including rolling with road roller etc. complete as per MoRT&H specification (5th edition) 2013 Clause 511 including the cost of bitumen VG-10 Grade.

33.44

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Fixing information board

2

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Credit of bricks & brick bats

76.86

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Credit of RCC pipe 1200 mm ᴓ NP3

37.49

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