Projects And Development India Limited Tender
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Costs
EMD
₹ 26,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Tender for Civil And Structural Works For Additional Platform.
Description
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Contact
Tender Id
2019_PDIL_478070_1Bid Award Id
ViewTender No
PNPM_EM270_E_B212Tender Authority
Projects And Development India Limited ViewPurchaser Address
-Website
http://eprocure.gov.in
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Documents
NOTICE INVITING TENDER FOR CIVIL AND STRUCTURAL WORKS FOR ADDITIONAL PLATFORM NEAR BAGGING BUILDING FOR AMMONIA UREA FERTILIZER PLANT AT HURL BARAUNI
BOQ Items
Same as Item No. 1.02, but lift from 1.5 M to 3.0 M.
350
-
178
Same as Item No. 1.02 but lift from 3.0 M to 4.5 M
50
-
229
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 with lead upto 50 metres, complete in all respects (compaction under floor with mechanical vibrater / road roller including watering).
4100
-
126
Supplying and filling with selected good earth brought from source approved by the 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 (Rate shall include Royalty, Taxes, Octoroi, etc., levied by the local authorities, all transportation, loading and unloading, etc., and nothing extra will be paid on this account including compaction under floor with mechanical vibrater / road roller including watering).
22000
-
550
Disposal of building rubbish / malba / similar unserviceable / surplus excavated earth, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved as per the direction of Engineer-in-Charge..
1000
-
121
PLAIN CEMENT CONCRETE 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
-
-
-
1:4:8 (1 cement: 4 coarse sand: 8 graded stone aggregate 40 mm nominal size).
350
-
4478
1:3:6 (1 cement: 3 coarse sand: 6 graded stone aggregate 20 mm and below).
5
-
4927
1:2:4 (1 cement: 2 coarse sand: 4 graded stone aggregate 20 mm and below).
5
-
5482
REINFORCED CEMENT CONCRETE
-
-
-
IN FOUNDATION AND PLINTH
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, walls, columns, slabs, machine and equipment foundations, pile caps, box sections, pipe supports, etc., complete in all respects as per direction of Engineer-in- Charge.
2200
-
6516
Same as Item No. 3.01, but with concrete of grade M-25.
5
-
6446
IN SUPERSTRUCTURE
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 pillasters, portals, struts, inclined posts, pedestals for equipments and similar vertical members, etc., complete in all respects as per direction of Engineer-in-Charge.
200
-
7320
Same as Item No. 3.03, but in walls of any thickness, shape or size including attached buttresses, pilasters and their caps and bases.
500
-
7320
Same as Item No. 3.03, but in lintels, beams, portal 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.
1
-
7320
Same as Item No. 3.03, but in chajja, fins, roof gutters, drop wall not exceeding 15 Cm. in thickness, railing, parapet wall, window sills, etc.
1
-
7320
Providing and fixing in position precast reinforced cement concrete of grade M-25 ( using 12.5 mm. Nominal gauge graded stone aggregate), machine mixed, mechanically vibrated and finished to a fair face including centring, shuttering etc. but excluding the cost of reinforcement in Trench/ drain covers, in foundation and plinth.
10
-
6972
REINFORCEMENT AND EMBEDMENTS
-
-
-
Supplying, cutting, cleaning, straightening, bending, hoisting and placing in position and binding with 18 SWG annealed wire, reinforcement bar of high yield strength Corrosion Resistance Steel with Fe500D properties conforming to IS:1786 with minimum yield strength of 500 N/sq,mm for all R.C.C. works including all necessary handling at all heights and depths complete in all respects and as per direction of Engineer-in-Charge
325
-
59600
Supplying, fabricating and fixing in position M.S. anchor plates, hooks, insert plates, M.S. flats, M.S. angle inserts and the like including welding M.S. lugs, etc., and embedding in cement concrete /R.C.C. works as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
500
-
137
Supplying, fabricating and fixing in position M.S. holding down bolts assembly consisting of bolts, heads, nuts, washers etc., and the like including embedding in cement concrete/R.C.C. works as per approved drawings complete in all respects including one coat of approved quality anti-corrosive paint over a coat of approved quality primer.
10200
-
68
SHUTTERING
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
-
-
-
IN FOUNDATION AND PLINTH
Foundation and plinth in rafts, footings, columns, pedestals, beams, walls, slabs, machine and equipment foundations, pile caps and pipe support foundations, etc.
6800
-
194
IN SUPERSTRUCTURE
Columns, pillars, posts, struts, inclined posts, attached pillasters, portals and similar vertical members.
900
-
468
Walls of any thickness, height and shape including attached buttresses, pillasters, and their caps and bases, etc.
4000
-
379
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.
20
-
343
Chajja, vertical and horizontal fins, roof gutters, drop walls, railing, parapet wall, window sills, etc.
20
-
522
BRICK WORK Providing and constructing brick work using bricks of class designation 7.5 in cement mortar 1 : 6 ( 1 cement: 6 coarse sand ) in:
-
-
-
Foundation and plinth
10
-
4752
Superstructure at all heights.
10
-
5583
Providing and constructing half brick masonry using bricks of class designation 75 in cement mortar 1:4 (1 cement: 4 coarse sand) with two numbers 6 millimetre diameter m.s. reinforcement at every third course embedded in cement mortar in superstructure at all heights. (The rate shall include the cost of reinforcement).
10
-
685
STRUCTURAL STEEL Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position with necessary welding and/or bolting with MS bolts conforming to property class 4.6 of IS: 1367 at all heights as per approved fabrication drawings of all types of structural steel work in columns, portals, girders, lattice girders, beams, crane girders, M.S rails, monorails, bracings, trusses, purlins, rafters, side runners, sag rods, hand railings, staircase stringers and steps, walkway, toe-plates, floor grids, sag rods with M.S. rounds, side walling, conveyor gantries, trestle for pipe and cable racks, gusset plates, etc., either made of rolled steel joists, channels, angles, tees, flats, plates or built up from plates and/or rolled steel sections including necessary site and shop fasteners, complete in all respects as per approved fabrication drawings, standards and direction of Engineer-in-Charge
-
-
-
With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge.
10
-
80500
Same as Item No. 7.00 & 7.01, but bolting with high tensile bolts conforming to property class 8.8 of IS: 1367 complete as per drawings and direction of Engineer-in-Charge.
850
-
90500
Supplying, transporting, de-rusting, fabricating, erecting, hoisting and fixing in position structural steel work in cat ladders and cages at all heights including brackets, cleats, plates, rungs, chain, pins, hinges, etc., framed, bolted and/or welded together and fixed in position including necessary plugs and plugging and painting complete in all respects and as per direction of Engineer-in-Charge
-
-
-
With providing and applying primer coat, intermediate coats and finish coat after the preparation of surfaces on structural steel work complete in all respects as per technical specifications and direction of Engineer-in-Charge.
1
-
120000
Supplying, transporting, fabricating as per approved fabrication drawings 25 mm. to 35 mm. thick M.S. grating made out of M.S flats as main members and Tor Steel bars as secondary members, all welded together to form a perfect mesh including getting those grating planks inspected and approved by Client/ Consultant, transporting to site, erecting and fixing in position these grating planks at all heights with necessary G.I. clips/ G.I. clamps tack welded for making floors, platforms, stair steps, etc., as required at site. (The rates shall include cost of G.I. clips/ clamps. The Contractor may procure gratings from grating manufacturer approved by Engineer-in-Charge. The rates shall also include all charges incurred during inspection and testing) With 86 microns thick hot dip galvanizing coat.
5
-
125000
Supplying, transporting, de-rusting, cutting and fixing in position at all heights steel work in M.S. chequered plates in floors, steps, landing, covers over trenches, etc., with necessary bolts, nuts, washers, drilling holes, welding, etc., wherever necessary as per drawing including painting complete in all respects and as directed by Engineer-in Charge :
Two coats of chlorinated rubber based paint at dry film thickness of 50 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 50 microns per coat.
5
-
120000
Providing and fixing M.S pipe hand railing (medium grade) conforming to IS-1239 consisting of top and middle horizontal rails of 40 mm dia. and 32 mm dia. nominal bore respectively, 1050 mm high upright members of 40 mm dia. nominal bore at 1500 mm maximum distance centre to centre of each member including all joints, bends , elbows, and specials as required and upright members welded or bolted to structural steel work/toe plates or welded to M.S. insert plates with M.S. lugs embedded in R.C.C. works, complete in all respects and as per direction of Engineer-in-Charge Two coats of chlorinated rubber based paint at dry film thickness of 40 microns per coat over two coats of high built zinc phosphate primer compatible to chlorinated rubber based paint at dry film thickness of 25 microns per coat.
1
-
120000
STEEL AND ALUMINIUM DOORS, WINDOWS AND VENTILATORS - (Not Applicable)
-
-
-
ROOFING
Providing and fixing in position at all heights UPVC rain water pipes confirming to BIS :13592 Type A R.C.C. column using plugs and standard holder bat clamps comprising of two semi-circular halves of flat iron and cast iron base screwed on wooden plugs or using clamps welded to structural steel members or M.S. insert plates where pipes are to be fixed on R.C.C. members including all necessary fittings, such as tees, shoes, off-sets, branches, swan necks, elbows, bends, heads, etc. (plate inserts, if any, to be embedded in R.C.C shall be paid separately)
-
-
-
110 mm diameter pipe
100
-
236
Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+ 0.05 %) total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineerin-charge. The sheet shall be fixed using self drilling /self tapping screws of size (5.5x 55 mm) with EPDM seal, complete upto anypitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
13000
-
550
Providing and fixing pre-coated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05 %) total coated thickness, Zinc coating 120 grams per Sq. M. as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/ self tapping screws complete (Refer 9.02):
-
-
-
Ridges plain (500 – 600)
550
-
360
Corrugated Aprons. (Upto 600 mm)
1000
-
333
Barge board (Upto 300 mm).
1000
-
321
Gutter. (600 mm over all girth).
1000
-
833
Providing & fixing UV stabilised fiber glass reinforced plastic sheet roofing up to any pitch, including fixing with polymer coated 'J' or 'L' hooks, bolts & nuts 8mm dia. G.I plain/bitumen washers complete but excluding the cost of purlins, rafters, trusses etc. The sheets shall be manufactured out of 2400 TEX panel rovigs incorporating minimum 0.3% ultra-violet stabiliser in resin system under approximately 2400 psi and hot cured. They shall be of uniform pigmentation and thickness without air pockets and shall conform to IS 10192 and IS 12866.The sheets shall be opaque or translucent, clear or pigmented, textured or smooth as specified.
-
-
-
2 mm thick corrugated
1500
-
990
WATER PROOFING -(Not Applicable)
-
-
-
FLOORS AND BASES
-
-
-
Providing and laying reinforced cement concrete of grade M-20 in pavement floors in plant areas(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 slabs at ground floor level. Floors are to be cast in the panel of 3 metre x 3 metre with broom finish and painting side surfaces with two coats of bitumen paint of approved quality, complete in all respects as per direction of Engineer-in-Charge.
3000
-
5773
FINISHING
-
-
-
Providing at all heights 12 mm thick cement plaster on brick work, exposed surfaces of RCC lintels, beams, etc., complete in all respects and as directed with cement plaster mix : 1:2:2 (1 cement: 2 fine sand: 2 coarse sand).
20
-
181
Providing at all heights 15 mm thick cement plaster on rough side of single or half 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).
20
-
210
Providing and applying two coats of coal tar based Epoxy paint of approved brand and manufacture, in foundation and plinth over dry RCC /Cement concrete surfaces (both horizontal and vertical surfaces) such as all equipment foundations, column footings, columns, beams, pedestals, etc., of a dry film thickness of minimum 200 microns (for two coats) including necessary preparation of surfaces such as scraping, removal of loose particles, dust, through cleaning, etc., complete as directed.
6800
-
125
SANITARY WORK- (Not Applicale)
-
-
-
MISCELLANEOUS
-
-
-
Providing and laying "SHRINKKOMP- 20" or any other approved equivalent anti-shrinkage grouting in pockets and base plates of light dynamic machines such as small pumps and compressors as per manufacturer's specifications, complete in all respects as per direction of Engineer-in-Charge.
5
-
60000
Supply & laying 400 micron UPVC Sheet (of approved make confirming to BIS-2076-1981/ relevant codes) as per approved drawings complete in all respects and as per direction of Engineer-in-Charge.
100
-
40
Supplying, Drilling/Cleaning hole and injecting slow curing time, high bond stress value Hilti HIT-RE 500 chemical or equivalent Fischer make with the help of HIT-MD 2000 dispenser, into a hole of dia & depth as per manufacturer specification and fixing HYSD rebars in concrete thereof. Fixing methodology to be followed as per manufacturers guidelines. The chemical should have successful usage in wet or water saturated concrete/diamond cored holes as well. Plugs shall be used along with dispenser to inject RE 500 chemical or equivalent for deeper embedment depth of rebars i.e more than 300 mm in concrete. Reinforcements/rebars shall be supplied separately and the payments shall be made against respective items. Item includes all necessary scaffoldings required for completion of the work.
-
-
-
12 mm dia. HYSD rebars
2
-
1285
16 mm dia. HYSD rebars.
2
-
1790
20 mm dia. HYSD rebars.
2
-
2670
25 mm dia. HYSD rebars.
2
-
4860
Supplying, Drilling/Cleaning hole and fixing heavy duty Hilti chemical anchors HVA-E or equivalent Fischer anchor for fixing of insert plates in concrete. Anchors comprises of HVU chemical foil capsule containing styrene free Urethane Metacrylate resin, hardener, quartz, sand/corundum and threaded rod HAS-E of steel grade 5.8 for sizes M8-M24 and 8.8 grade for M27-M39. All threaded rods shall have chiselled tip. The steel grades shall conform to IS1367, part 3.All steel components shall be galvanised to minimum 5 microns . HAS-ER threaded rod (stainless steel: A4-70) or HAS-HCR threaded rods ( stainless steel:A4-70) shall be used for fastenings exposed to greater risk of corrosion instead of galvanized threaded rods. Plates shall be supplied separately & the payments shall be made against respective items. Fixing methodology to be followed as per manufacturers guidelines. Item includes all necessary scaffoldings required for completion of the work.
-
-
-
Anchor Size M10
2
-
1165
Anchor size M12
2
-
1345
Anchor size M16
2
-
2000
Anchor size M20
2
-
3370
Anchor Size M24
2
-
4740
Anchor Size M27
2
-
8645
Anchor Size M30
2
-
10165
Anchor Size M33
2
-
11980
Anchor Size M36
2
-
14695
Stripping the concrete of top portion of pile from the stripping level to the cut-off level or as directed for 450 mm dia
430
-
240
BORED CAST-IN-SITU CONCRETE VERTICAL PILES
-
-
-
All piles shall be concreted to a level at least 0.6m above cut –off levels of the pile shall correspond to those given in the pile layout drawings. The length of the pile shall be measured from cut- off level to the tip of pile. The additional length of 0.6 M of pile above cut-off level cast shall not be measured and paid for. Bidders should quote rate of item no. 21.00 accordingly. Empty boring for pile from ground level to the cut-off level of pile shall not be measured and paid for.
-
-
-
Boring, providing and installing bored cast-in-situ R.C.C. piles using cement concrete of grade M30 with Ordinary Portland Cement (OPC) or Portland Slag Cement (PSC) or Portland Pozzolona Cement (PPC), with minimum cement content of 400 kg/cu.m, by approved technique through all types of subsoil strata using coarse aggregates of 20 mm and down size to carry a safe working load not less than that specified in the drawing, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution for maintaining borehole side, tremie concreting, supply of necessary materials and labours and carrying out all ancillary works, disposal of surplus materials including earth/muck for all leads and lifts within factory premises, shifting of plant and equipment from one pile location to other, all complete as per drawing and direction of Engineer-in-charge.
(The rate of this item shall include charges for mobilisation of required no. Of power operated mechanical piling rigs including all ancillary equipments, tools, tackles etc. All complete necessary to install Bored cast-in-situ R.C.C. piles at site. No extra payment shall be made on this account.)
Length of pile up to 20.0 ± 2.0 meters below cut-off level.
For 450 mm dia
7800
-
3644
Supplying, cutting, cleaning, straightening, bending, hoisting and placing in position and binding with 18 SWG annealed wire, reinforcement bar of high yield strength deformed bars Fe500D conforming to IS:1786 with minimum yield strength of 500 N/sq,mm for all piling works including all necessary handling at all heights & depth.
200
-
56600
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, for 450 mm dia.
-
-
-
Vertical load capacity : 50.0 Te
2
-
120000
Uplift capacity : 20.0 Te
1
-
100000
Lateral load capacity : 4.0Te
1
-
70000
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 450 mm dia.
-
-
-
Vertical load capacity : 50.0 Te
3
-
100000
Lateral load capacity : 4.0Te
1
-
65000
Integrity testing of any dia of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personnel for conducting the test & submission of results, all complete as per direction of Engineer-in-charge.
15
-
800
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