Projects And Development India Limited Tender
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Projects And Development India Limited - PDIL Tender
Civil And Construction
Eprocure
Opening Date29 May 2019
Closing Date19 Jun 2019
Tender Amount₹ 11,75,00,905
Costs
EMD
₹ 14,68,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_PDIL_473590_1Bid Award Id
ViewTender No
PNPM/PC160/E/G-105Tender Authority
Projects And Development India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
CIVIL AND STRUCTURAL WORKS FOR BALANCE LAND DEVELOPMENT AND BOUNDARY WALL AT HURL, GORAKHPUR, UP
BOQ Items
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Upto the lift of 1.5 m for all kinds of soil
58350
-
146
... More
Above 1.5 m for all kinds of soilincluding all labour charges etc complete
19450
-
206
... More
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to to the approved municipal ground (responsibility lies with the contactor to obtain permission from municipal corporation) / contactor own premises outside plant as directed by Engineer-in-Charge
283000
-
8
... More
Demolishing cement concrete at all levels manually/by mechanical means including disposal of material to a location outside the periphery of the Plant Battery Limits to the approved municipal ground (responsibility lies with the contactor to obtain permission from municipal corporation) / contactor own premises outside plant as per direction of Engineer - in - charge.
998
-
714
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Demolishing R.C.C. work at all levels manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material to a location outside the periphery of the Plant Battery Limits to the approved municipal ground (responsibility lies with the contactor to obtain permission from municipal corporation) / contactor own premises outside plant as per direction of Engineer - in- charge.
1364
-
1688
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Demolishing brick work (plastered and non-plastered) at all levels manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material to a location outside the periphery of the Plant Battery Limits to the approved municipal ground (responsibility lies with the contactor to obtain permission from municipal corporation) / contactor own premises outside plant as per direction of Engineer-in-charge.
5060
-
978
... More
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloadingto a location outside the periphery of the Plant Battery Limits to the approved municipal ground (responsibility lies with the contactor to obtain permission from municipal corporation) / contactor own premises outside plant for all the lifts as per direction of Engineer - in- charge.
38500
-
140
... More
Loading of dismantled Railway Tracks, steel sleepers, fish plates, key plates, keys, etc. (which cannot be lifted manually) from stacks at different locations & elevations inside owner’s premises and transporting it to scrap yard or any other place inside owner’s premises, unloading and stacking, complete all as per instruction of Engineer-in-Charge including all necessary tools, tackles and equipments required to perform the complete activity.
1550
-
816
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BOUNDARY WALL
-
-
-
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Earthwork in excavation in foundations of footings, columns, plinth beams, walls etc., to the required levels and grades in both dry and wet conditions, including dressing of sides and ramming of bottoms, getting out excavated earth with lift up to 1.5 M and disposal of surplus excavated materials within plant boundary including stacking, levelling and dressing etc., complete as per direction of Engineer-in-Charge(E.I.C.) in all kinds of soils as defined in IS: 1200 including providing temporary supports to all service lines such as overhead and underground water, sewage and drain pipes, cables etc. and shoring and strutting, including dewatering arrangements wherever necessary, complete in all respects as per direction of Engineer-in-Charge.
405
-
193
... More
Same as Item No. 2.1, but lift from 1.5 M to 3.0 m.
135
-
253
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Filling with available excavated good earth (excluding rocks / boulders), as approved and directed by Engineer-in-Charge, in trenches, plinth, under floors, sides of foundation etc., at all depths in layers not exceeding 20 cms. in thickness including consolidating and dressing each deposited layer by ramming and watering, complete in all respects (compaction under floor with mechanical vibrator / road roller including watering).
380
-
146
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Providing and laying plain cement concrete, machine mixed and mechanically vibrated in foundations, plinth, under floors, etc., including all necessary cost of centring and shuttering:
-
-
-
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1:4:8 (1 cement: 4 coarse sand:8 graded stone aggregate 40 mm nominal size).
22
-
5195
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REINFORCED CEMENT CONCRETE - IN SUBSTRUCTURE
-
-
-
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Providing and laying reinforced cement concrete of grade M-30(using 20 mm. nominal gauge graded stone aggregate) machine mixed and mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in foundation and plinth, for rafts, footings, bases of columns, pedestals, beams, retaining walls, columns, slabs, machine and equipment foundations, pile caps, box sections, pipe supports, etc., complete in all respects.
160
-
7559
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REINFORCED CEMENT CONCRETE -IN SUPERSTRUCTURE
-
-
-
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Providing and laying reinforced cement concrete of grade M-30 (using 20 mm. nominal gauge graded stone aggregate), machine mixed, mechanically vibrated and finished to a fair face but excluding the cost of centring, shuttering and reinforcement in superstructure at all heights for columns, pillars, posts, attached pilasters, portals, struts, inclined posts, retaining walls of any thickness, shape or size, pedestals for equipments and similar vertical members, lintels, beams, portal beams, coping beams, brackets, girders, cantilevers, suspended floors, roofs, staircase roofs and their supports, balconies, staircase waist and landing slabs and steps including preparation of top surface and finishing, nosing, etc. complete in all respects as per direction of Engineer-in-Charge.
320
-
8491
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Supplying, cutting, bending, hoisting, placing in position and binding with 18 SWG annealed wire, high yield strength deformed reinforcements (Fe 500D) for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of the Engineer-in Charge.
65
-
65656
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Providing, fabricating, erecting and fixing in position with bolts and nuts, nails and ties, etc., centring and shuttering materials true to line and level, including strutting, propping, staging etc. with necessary bracing in all axes to give a stable assembly including chamfering the corners of columns and beams etc., wherever required including making joints in the shuttering fully leak-proof, i/c. Striking, dismantling and removing the aforesaid assembly after concreting is over, including all labour and materials complete in all respects and as per direction of Engineer-in-Charge :
-
-
-
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IN FOUNDATION AND PLINTH
-
-
-
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Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.
200
-
225
... More
IN SUPERSTRUCTURE
-
-
-
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Walls of any thickness, height and shape including attached buttresses and their caps and bases, etc.
1400
-
439
... More
Columns, pillars, posts, struts, inclined posts, attached anufactu, portals and similar vertical members.
980
-
543
... More
Lintels, beams, portal beams, brackets, girders, cantilever beams, suspended floors, roofs, staircase roofs and their supports, balconies, staircase waist and landing slabs and steps, etc.
480
-
398
... More
Providing and constructing brick work using bricks of class designation 7.5 in cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) in:
-
-
-
... More
Foundation and plinth.
5
-
5512
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Superstructure at all heights.
155
-
6476
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Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc. complete :
-
-
-
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Serrated with central bulb (225 mm wide, 8- 11 mm thick)
50
-
295
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Providing and laying in position bitumen hot sealing compound for expansion joints etc. Using grade 'A' sealing compound.
50
-
191
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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of Engineer-in-Charge.
500
-
68
... More
Providing at all heights 15 mm thick cement plaster on brick walls, etc., complete in all respects and as directed with cement plaster mix : 1:2:2 (1 cement: 2 fine sand: 2 coarse sand).
630
-
243
... More
Providing at all heights 20 mm thick cement plaster on brick walls, etc., complete in all respects and as directed with cement plaster mix : 1:4:4 (1 cement: 4 fine sand:4 coarse sand).
630
-
293
... More
Installation of under reamed vertical piles as per IS:2911(PartIII) of specified diameter and length below pile cap in M-30 cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured up to the bottom of pile cap) :
-
-
-
... More
300 mm dia. piles.
1340
-
2486
... More
Carrying out initial load tests to two and half times the allowable load on the piles as per IS: 2911, Part-IV including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete:
-
-
-
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Vertical load capacity : up to 12.0 Te
1
-
44732
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Lateral load capacity : up to 2.0 Te
1
-
20210
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Carrying out routine load tests to one and a half times the allowable load on the piles as per IS:2911, Part-IV including all the necessary arrangements such as platform, kentledge, jacks, measuring devices etc. all complete:
-
-
-
... More
Vertical load capacity : up to 12.0 Te
1
-
20210
... More
Lateral load capacity : up to 2.0 Te
1
-
20210
... More
Stripping the concrete of top portion of pile from the stripping level to the cut-off level or as directed.
-
-
-
... More
300 mm dia. Piles
85
-
232
... More
Grouting under base plates, pockets etc. with cement mortar 1:1 (1 cement : 1 sand) including necessary finishing etc.
2
-
8002
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Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, up to 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
200
-
296
... More
Finishing walls with water proofing cement paint of required shade :
-
-
-
... More
New work (Two or more coats applied @ 3.84 kg/10 sqm)
1260
-
68
... More
Providing and mixing Water proofing compound conforming to IS: 2645 such as "CICO" or equivalent in plain cement concrete works, cement plaster, R.C.C. works, etc., in proportion to the weight of cement used as recommended by manufacturers, complete as per direction of Engineering-in-Charge.
5
-
3500
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