Dharamshala Smart City Limited Tender

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Dharamshala Smart City Limited Tender

Works
Eprocure
Opening Date29 May 2021
Closing Date22 Jun 2021
Tender AmountRefer Documents 
Notes
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Costs

Summary

Improvement Of Existing Streets Inclusive Streets Phase-1

Description

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BOQ Items

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DO_NOT_SHOW

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Girth above 900 mm to 1800 mm

2

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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.

78

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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.

4.65

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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.

4.65

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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

10

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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.

155

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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).

90

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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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Heavy duty drain

640

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Precast heavy duty drain cover

725

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Precast V-shape drain

150

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Precast Rectangular drain

45

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Precast saucer drain

70

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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

7.5

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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.

46.63

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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.

517.8

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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.

608.4

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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 in all leads & lifts and as per direction of Engineer in charge.

73.35

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Stone soiling filling under floors of selected hard stone including carriage of material in all leads & lifts and as per direction of Engineer in charge.

1.12

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Back filling behind abutment, wing wall and return wall complete as per drawing and Technical Specification, including carriage of material in all leads & lifts and as per direction of Engineer in charge.

4.5

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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) including carriage of material in all leads & lifts and as per direction of Engineer in charge.

10.46

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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 in all leads & lifts and as per direction of Engineer in charge.

0.76

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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 and including cost of formwork with carriage of material in all leads & lifts and as per direction of Engineer in charge.

61.72

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Plain/Reinforced Cement Concrete M15 in Open Foundation complete as per Drawing and Technical Specifications and including cost of formwork with carriage of material in all leads & lifts and as per direction of Engineer in charge.

1.16

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Reinforced Cement Concrete (RCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications and including cost of formwork with carriage of material in all leads & lifts and as per direction of Engineer in charge.

36

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Reinforced Cement Concrete (RCC Grade M25) in Open Foundation complete as per Drawing and Technical Specifications and including cost of formwork with carriage of material in all leads & lifts and as per direction of Engineer in charge.

158.55

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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 in all leads & lifts and as per direction of Engineer in charge.

15.14

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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 in all leads & lifts and as per direction of Engineer in charge.

7.44

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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 including carriage of material in all leads & lifts and as per direction of Engineer in charge.

96.73

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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 in all leads & lifts and as per direction of Engineer in charge.

2400

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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 in all leads & lifts and as per direction of Engineer in charge.

936

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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 in all leads & lifts and as per direction of Engineer in charge.

36

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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 in all leads & lifts and as per direction of Engineer in charge.

16

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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 in all leads & lifts and as per direction of Engineer in charge.

2600

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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, including carriage of material in all leads & lifts and as per direction of Engineer in charge.

30.35

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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 face. Complete as per drawing and Technical Specifications, including carriage of material in all leads & lifts and as per direction of Engineer in charge.

11

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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 face. Complete as per drawing and Technical Specifications, including carriage of material in all leads & lifts and as per direction of Engineer in charge.

2360

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Slate roofing with 7.5 cm., With slates 400x200 cm size. Single lap single layer fixed on wooden batten including carriage of material up to all leads and lifts and as per direction of Engineer in charge (wood work to be paid for separately).

25.1

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25 mm thick Red sand stone slab flooring on 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete, including carriage of material in all leads & lifts and as per direction of Engineer in charge.

45

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Providing and fixing ridges or hips 60 cm overall with 0.60mm thick prepainted steel sheets in roofing with hot dipped metalic zinc coated sheets with top coat of regular modified polyster organic coating of 20 microns over 5 microns primer coating + back coat of polyster of 5 microns over 5 microns primer coating i/c fixing with prepainted iron J or L hooks, bolts & nuts 6mm dia & prepainted G.I. limpet and bitumen washers complete with all accessories as required as per the direction of Engineer in Charge.

20.8

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Providing and laying 10mm thick slate flooring, 20 mm (average) thick base of cement mortar 1:4 (1 cement :4 sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab. including rubbing and polishing complete with including carriage of materials in all leads & lifts and as per direction of Engineer in charge.

15.22

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Providing wood work in trusses, purlins, rafters, posts, post plates, wall plates and the like wrought framed, hoisted and fixed in position including carriage of material up to all leads and lifts and as per direction of Engineer in charge.

0.65

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Providing and fixing 25mm thick 1st class deodar wood wooden plank roofing/ceiling with Lap / tongued and grooved jointing and wood screws including carriage of material up to all leads and lifts and as per direction of Engineer in charge. (frame work and cover fillets to be measured and paid for separately).

19.31

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Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, black finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87 - 0.89 kg/litre and viscocity 70 - 160 cps. Over the primer coat the layer of membrane shall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical parameters of the membrane shall be as under : Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. Tear strength in longitudinal and transversedirection as 60/80N. Softening point of membrane not less than 150°C. Cold flexibility shall be upto -2°C when tested in accordance with ASTM, D - 5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.

19.31

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Providing and fixing 2nd class deodar wood 75mm x 60mm moulded hand rails in straight length complete (decorative and ornamental work) including carriage of material in all leads & lifts and as per direction of Engineer in charge.

24

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Providing and fixing ornamental brackets (300x300x50)mm as/design complete with necessary screws and fittings including carriage of all materials with all leads and lifts and as / Engg.-In-Charge.

16

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Providing and fixing 40mm + 40mm balusters 40mmx40mm square wrought fixed with ends housed (square or splay) to hand rails and treads or strings complete in 2nd class deodar wood including carriage of all materials with all leads and lifts and as / Engg.-in-Charge.

11.7

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Providing and fixing ornamental pinnacle 350mm long and 80mm dia as/design complete with necessary screws and fittings including carriage of all materials with all leads and lifts and as / Engg.-in-Charge.

1

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Providing ornamental eaves board 100mmx25mm. thick including fixing in position 2nd class deodar wood, including carriage of material in all leads & lifts and as per direction of Engineer in charge.

16

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Providing Installation and dressing of stone average size of stone 25cmx25cmx20cm including carving chiseling as/ design with carriage of all materials with all leads and lifts and as / Engg.-in- Charge.

8

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Applying two coats of wood preservative on new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matter, sand papering and knotting including carriage of material up to all leads and lifts and as per direction of Engineer- in-charge.

72.62

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Applying priming coat over new wood and wood based surfaces after and including preparing the surface by thoroughly cleaning oil, grease, dirt and other foreign matters sand papering and knotting of ready mixed paint brushing with white lead for priming including carriage of material up to all leads and lifts and as per direction of Engineer- in-charge.

36.31

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Painting two coats (excluding priming coat) on new wood and wood based surface with white enamel paint to give an even shade including cleaning the surface of dirt, dust and other foreign matter, sand papering & stopping including carriage of material up to all leads and lifts and as per direction of Engineer-in-charge.

36.31

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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 in all leads & lifts and as per direction of Engineer in charge.

8

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Providing and fixing of G.I. wire 5mm thick corresponding to SWG-8. 50mm.x 50mm. Mesh with all taxes and including carriage of material upto all leads and lifts and as per direction of Engineer-in-charge.

13.75

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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 in all leads & lifts and as per direction of Engineer in charge.

10

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Providing and sticking 50mm wide high intensity grade all weather proof reflective sheeting multi colour tape 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.

20

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