Dharamshala Smart City Limited Tender
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Dharamshala Smart City Limited Tender
Civil And Construction
Eprocure
Opening Date19 Jan 2021
Closing Date1 Feb 2021
Tender Amount₹ 75,88,690
Costs
EMD
₹ 1,52,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Improvement Of Existing Streets Inclusive Streets Phase 2
Description
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Contact
Tender Id
2021_DSCL1_43696_1Bid Award Id
ViewTender No
Dscl/Inclusive Streets and Stairs PhaseII/150/1962Tender Authority
Dharamshala Smart City Limited ViewPurchaser Address
-Website
http://hptenders.gov.in
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Documents
BOQ Items
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Girth above 900 mm to 1800 mm
1
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Girth above 1800 mm to 2700 mm
1
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DISMANTLING AND DEMOLISHING
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Dismantling of existing structures of Cement Conc. like culverts, bridges, retaining wall and other structure comprising of masonary, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
53.1
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Dismantling of existing structure of Brick Work In Cement Mortar like culverts, bridge, retaining wall and other structure comprising of brick masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202
0.46
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Dismantling of existing structure of Rubble Stone Masonry in Cement Mortar like culverts, bridge, retaining wall and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.
9.6
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Dismantling Steel work in all types of section upto a height of 5 m above plinth level excluding excluding dismembering & cutting of rivet as technical specification clause 202.
0.04
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Dismantling of Kerb Stone Channels by manual means and disposal of dimantled material with all lifts and upto a lead of 1000 m as per Technical Specification Clause 202
25
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Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area by manually.
0.03
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Cleaning the sand stone/stone surface and removing dirt, dust, bird dropping, grease,oil, algae, fungus, monkey beats, vegetable growth etc., including providing, applying and washing the surface with liquid Ammonia Chemical of 5% solution and other chemical cleaning agent as approved by Archaeological Survey of India/ Engineer-in-charge, of approved brand and manufacturer, with the help of required scrubbers and also cleaning with machine operated water jet mixed with desired quantity of fine silica where ever required, without causing any scratching/ damage to the stone surface and finally washing the surface with clean water with the help of pressure jet machine, complete in all respect, including taking all precautions to safeguard ventilators, windows, doors etc. by suitable covering so as to avoid any damage to the building/ structure, all as per direction of Engineer-in-charge (The rate is inclusive of all materials & labours involved except scaffolding).
3
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Construction of Precast R.C.C Drain for storm water including earthwork, formwork, reinforcement, and lifting and placing in position at site etc. complete as per drawing and specifications
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Rectangular drain without drain cover slab
50
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Precast heavy duty drain cover slab for rectangular drain
17
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V - shape drain
290
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Rectangular drain with drain cover
45
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Saucer Drain
60
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Excavation in al kind of soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
97.5
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Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
113.44
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Excavation in drains and channels etc. in earth work including dressing of side and bed and disposing of excavated earth upto a lead of 20 metres and lift upto 1.50 metres disposed earth to be levelled and neatly dressed with pick and spade work.
313.8
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Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m, all kinds of soil for pipes, cables etc. exceeding 80 mm dia. but not exceeding 300 mm dia.
420.55
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Excavation in earth work and banking in 20cm. layers including breaking clods, ramming and dressing ground for the purpose of making embankment or filling up ground depressions upto a lead of 20 metres and lift upto 1.50 metres in spade and pick work.
1.35
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Back filling of granular material behind abutment, wing wall and return wall complete as per drawing and Technical Specification.
46.8
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Stone soling properly hand-packed filling interstices with spalls and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc. complete as per HP.PWD specification. 100 mm spread thickness (finished work including materials and labour)
36
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Providing and laying cement concrete mechanically mixed 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40mm nominal size) curing complete excluding cost of form work in foundation and plinth including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
7.8
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Plain cement concrete M10 grade in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days including formwork with carriage of material upto all leads and lifts and as per direction of Engineer in charge.
59.6
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Plain/Reinforced Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications including formwork with carriage of material upto all leads and lifts and as per direction of Engineer in charge.
3.68
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Reinforced Cement Concrete (RCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications including formwork with carriage of material upto all leads and lifts and as per direction of Engineer in charge.
20.25
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Reinforced Cement Concrete (RCC Grade M25) in Open Foundation complete as per Drawing and Technical Specifications including formwork with carriage of material upto all leads and lifts and as per direction of Engineer in charge.
87.49
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Reinforced Cement Concrete (RCC Grade M30) in Open Foundation complete as per Drawing and Technical Specifications including formwork with carriage of material upto all leads and lifts and as per direction of Engineer in charge.
44.1
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Supplying, fitting and placing HYSD bar (Fe 500) reinforcement in sub-structure complete as per drawing and Technical Specifications including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
7.15
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Steel work welded in built up sections / framed work, including cutting, hoisting, fixing in position :-In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
4.31
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Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete on Steel Works
72.28
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Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound) content:- With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre
22.64
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Painting with synthetic enamel paint, having VOC (Volatile Organic Compound) content less than 150 grams/ litre, of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour:- Two Coat
22.64
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Providing and laying 80mm thick heavy duty precast cement concrete inter locking coloured paver blocks vibro compacted upto M-40 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately) including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
600
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Providing and laying 60mm thick heavy duty precast cement concrete inter locking coloured paver blocks vibro compacted upto M-35 grade i/c border or kurb block grey or colored over sub-base of concrete with 25mm thick average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and jointed with neat cement slurry mixed with pigment to match the shade of blocks i/c curing rubbing & polishing complete (Sub base concrete floor to be paid for separately), including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
705
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Providing and laying heavy duty cobble stone 100x100x60mm and Cobble block 100x100x60mm in the ratio of 60 : 20 : 20 in Bus Bays laid over 25mm average thickness of cement mortar 1:4 (1 cement : 4 sand) laid over and i/c pointing and curing rubbing & polishing complete as per the design patteren and colour approved (Sub base concrete floor to be paid for separately), including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
30
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Laying Cement Concrete Pipe NP3 300mm dia (burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary work in head wall and parapets, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
64
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Providing and laying reinforced cement concrete pipe NP3 600mm dia for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
8
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Providing and laying reinforced cement concrete pipe NP3 1000 mm dia i/c collar, for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
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Construction of Random rubble masonry in case of stone pitching laid with cement mortar (1:5), toe walls for protection of slopes as per drawing and technical specifications Clause 1302.5, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
0.05
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Providing and laying flooring Rubble stone laid in cement mortar 1:3, laid over cement concrete bedding complete as per drawing and technical specification Clause 1303, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
0.18
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Construction of flexible apron 1 m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
0.12
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Supplying and laying of 120 mm dia (OD-120 mm & ID-103 mm nominal) size DWC HDPE pipe ISI marked along with all accessories like socket, bend, couplers etc. conforming to IS 14930, Part II complete with fitting and cutting,jointing etc.direct in ground (75 cm below ground level) excluding excavation and refilling the trench sand cushioning and protective covering etc, complete as required, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
1350
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Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density, complete as per clause 401, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
52.43
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Providing and filling in plinth with sand under floors including watering, ramming, consolidating and dressing complete (by deducting plinth beam area) and including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
3.23
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Random rubble masonry/ polygonal rubble masonry (Uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 Sand : 12 Graded stone aggregate 20mm nominal size) in cement mortar 1:6 (1 cement:6 sand) in breast walls and retaining walls.
60.08
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Providing and Laying cement concrete 1:4:8 with 15% plums and curing complete including the cost of formwork for plain/reinforced concrete in retaining walls, breast walls, the size of plum should be 150 to 300 mm as per drawing and HPPWD technical specifications, including formwork with carriage of material upto all leads and lifts and as per direction of Engineer in charge.
210.14
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Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
195
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Providing weep holes in R.C.C drain with 50 mm dia PVC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications
1060
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Providing and fixing 3 Seater composite material Benches with back rest ( Leg are made with R.CC and seating ,back rest are made with with wooden planks) , including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
5
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Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810, including carriage of material upto all leads and lifts and as per direction of Engineer in charge.
50
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Providing and sticking 50mm wide high intensity grade all wheather proof reflective sheeting multi colourtape fixed with mechanically means with high visibility (cautionary) from long distance Channel post i/c with carriage of material with all leads and lifts and as / Engg. Charge.
100
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Relocatting of exisitng pipes for external works, with required fittings including trenching and refilling etc. complete all as per drawing and technical specification and as directed by Engineer-in charge.
100
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