Housing And Urban Development Authority Tender

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Housing And Urban Development Authority - HIMUDA Tender

Works
Civil And Construction
Drainage Work
Eprocure
Opening Date4 Mar 2024
Closing Date13 Mar 2024
Tender Amount₹ 1,14,13,114 
Notes
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Costs

Summary

Development Of 18 Nos Industrial Plots Small And Light Scale Industries In Plot No 7 At Parwanoo Distt Solan Hp

Description

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Documents
Development of 18 Nos Industrial Plots Small and light Scale Industries in Plot No 7 at Parwanoo Distt Solan HP Sub head Construction of Road I e Metalling and Tarring I c Retaining walls drain External Water Supply and External sewerage system
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BOQ Items

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DO_NOT_SHOW

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Centering and shuttering including strutting, propping etc. and removal of form work including carriage of material in all leads & lifts for :

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Suspended floors, roofs, landings, balconies and access platform.

97.2

56108

577.25

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Walls (any thickness) including attached pilasters, butteresss, plinth and string courses etc.

417.6

207568

497.05

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Providing and laying cement concrete 1 : 4 : 8(1 cement :4 sand :8 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all leads & lifts.

313.4

1776022

5666.95

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Providing and laying cement concrete 1 : 5 : 10 (1 cement : 5 sand :10 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all leads & lifts.

103.77

538275

5187.2

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Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3 (1 cement : 1.5 coarse sand) : 3 graded stone aggregate 20 mm nominal size) including carriage of material in all leads & lifts.

70.29

506752

7209.45

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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 oarse sand 3 graded stone aggregate 20 mm nominal size).

22.68

189752

8366.5

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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 including carriage of material in all leads & lifts , confirming to BIS Specifications & Approved Make of TISSCO / RINL / SAIL . Mild steel and medium Tensile Steel bars.

8367.3

920403

110

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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 primer using structural steel etc. as required including carriage of material in all leads & lifts.. Tata Make /RINL/SAIL ( Approved make))

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In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works

7706.4

1135923

147.4

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Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and onsolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres.

1493.25

195018

130.6

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Construction of granular sub-base by providing close graded Material conforming to ecifications, 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-III (size range 26.5 mm to 0.075 mm ) having CBR Value-20

223.99

575699

2570.2

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Providing ,Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density .

328.52

707040

2152.2

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Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. On W.B.M / W.M.M. @ 0.4kg/sqm

1493.25

45618

30.55

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2.5 cm thick bitumastic sheet with hot bitumen of approved quality, using stone chippings (60% with 12.5 mm nominal size and 40% with 10 mm nominal size) @ 1.65 cum per 100 sqm and coarse sand @ 1.65 cum per 100 sqm of road surface and with bitumen @ 56 kg/cum of stone chippings and @ 128 kg/cum of sand over a tack coat with hot straight run bitumen, including consolidation with road roller of 8 to 10 tonne etc.complete. (tack coat to be paid separately) :With paving Asphalt grade VG - 30

1493.25

655014

438.65

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Providing and laying seal coat of premixed fine aggregate ( passing 2.36 mm and retained on 180 micron sieve) with bitumen using 128 kg of bitumen of grade VG - 10 bitumen per cum of fine aggregate and 0.60 cum of fine aggregate per 100 sqm of road surface, including rolling and finishing with road roller all complete.

1493.25

186133

124.65

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Providing and laying factory made chamfered edge Cement Concrete paver blocks in footpath, parks, lawns, drive ways or light traffic parking etc, of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand. complete all as per direction of Engineer-in- Charge. 80 mm thick C.C. paver block of M-30 grade with approved color design and pattern.

1755.25

2264272

1290

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Providing & fixing G.I. pipes complete with G.I. fittings including trenching and refiling etc including carriage of material in all leads & lifts approved brand of Approved Jindal (Hisar)/ Tata Make confirming to BIS specifications .

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100 mm nominal bore

118

263104

2229.7

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80 mm nominal bore

60

92988

1549.8

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65mm nominal bore

48

61368

1278.5

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50 mm nominal bore

68

68792

1011.65

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Making connection of G.I. distribution branch with G.I. main of following sizes by providing and fixing tee, including cutting and threading the pipe etc.including carriage of material in all leads & lifts. 100 mm to 150 mm

2

11413

5706.95

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Providing & fixing G.I. Union in existing G.I. pipe including cutting and threading the pipe and making long screws etc. complee(New work) including carriage of material in all leads & lifts.Approved Make of Jindal Hissar /Tata Make.

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100 mm nominal bore

2

3630

1815.2

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80 mm nominal bore

2

2730

1365.2

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65mm nominal bore

2

1828

914.4

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50 mm nominal bore

2

1212

606.2

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Providing and fixing C.I. sluice valves (with span) complete with bolts, nuts, rubber insertions etc. tail if required will be paid separately) including carriage of material in all leads & lifts.: Confirming to BIS specifications approved Make of Leader/Kartar/Kirloskar. 100 mm dia class-1

2

54347

27173.8

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Providing and fixing dry barrel fire hydrant stand pipe type provided with 63mm dia twin landing valves and instantaneous female coupling of approved bmake including 100mm dia.MS stand pipes and other required fitting rubber gasket nuts bolts washer etc for making flanges jointed complete in all respect including the cost of sluice valve etc i/e carriage of material in all lead and lifts. Approved make of Kirlosker/ Leader

2

90175

45087.95

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Providing and fixing indication plate for fire hydrant i/c embending in cement concrete block 23x 23cm size in 1:6:12 (1 cement : 6 sand: 12 graded stone aggregate 40 mm nominal size including carriage of material in all leads & lifts.

2

1603

801.5

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Constructing masonry Chamber 90x90x100 cm inside, inbrick work in cement mortar 1:4 (1 cement : 4 coarsesand) for sluice valve, with C.I. surface box 100 mm topdiameter, 160 mm bottom diameter and 180 mm deep(inside) with chained lid and RCC top slab 1:2:4 mix (1cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size ), i/c necessary excavation, foundationconcrete 1:5:10 (1 cement : 5 fine sand : 10 gradedstone aggregate 40 mm nominal size ) and insideplastering with cement mortar 1:3 (1 cement : 3 coarsesand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design including carriage of material in all leads and lifts

2

34656

17328.2

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Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete including carriage of material in all leads and lifts Confirming to BIS specification: 150 mm dia. R.C.C. pipe

222.5

194109

872.4

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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 including carriage of material in all leads and lifts.

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Inside size 1200x900 cm and 900 cm deep including SFRC M.H.. cover with frame (Medium duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 182 kg : With common burnt clay F.P.S. (non modular) bricks of class designation 7.5

4

86397

21599.25

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Inside size 1200x900 cm and 900 cm deep including SFRC M.H.. cover with frame (heavy duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 182 kg : (a) 230 mm thick walls of brick masonry using common burnt clayt FPS ( non- modular) bricks of class designation 7.5

8

170655

21331.95

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Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete including carriage of material in all leads and lifts .For pipes 100 to 250 mm diameter

1

536

536.45



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