Andhra Pradesh Industrial Infrastructure Corporation Tender
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Andhra Pradesh Industrial Infrastructure Corporation - APIIC Tender
Transportation and Logistics
Opening Date14 Mar 2024
Closing Date15 May 2024
Tender Amount₹ 7,05,27,774
Costs
EMD
₹ 7,06,000Document Cost
Refer DocumentsTender Fee
₹ 2,360
Description
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Contact
Tender Id
733621Tender No
37/CE-I/APIIC/2023-24, Dated:14.03.2024Tender Authority
Andhra Pradesh Industrial Infrastructure Corporation ViewPurchaser Address
-Website
http://https://www.apiic.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
Supply of Fish Bolts and nuts, for 60 Kg. rails to RDSO Drg. No.T-1899, with specification No: IRS T-23-1967 corrigendum No:05 of Oct-1987
267
125046
468.34
Supply of Elastic Rail clips, ERC mark III to RDSO Drg. No: RT-3701, Specification No: IRS-T-31-1992. Corrigendum No:2 of April-1999
33932
2480429
73.1
Grooved Rubber Sole Plate 6mm Thick to RDSO Drg. No: RT-3711, Specification No: T-47-2006. Corrigendum No: 1 of june-2007
16966
626554
36.93
Supply of Galvanized Metal Liners for use with Elastic Rail Clip-MK-III flat toe on 60 Kg. PSC sleepers as per RDSO drawing No. RDSO/T-3741 & T-3742 with latest alteration if any and conforming to IRS specification for Metal Liners for use with Elastic Rail Clip-MK-III (Provisional)-2010 with latest corrigendum if any
33932
1140454
33.61
Supply of J-Clips to RDSO Drg. No:-T-4158, Specification No: T-31-1992 with latest correction slips
1380
109599
79.42
Supplying 60 kg rail (UIC) BG ( 1673) 1 in 8-1/2 derailing switch (trap point ) as per RDSO drawing no T/6068 for 60 kg rail section on monoblock prestressed concrete sleeper (22nos) and all fittings required as per IR drawing and specifications with upto date correction slip all fittings listed on the drawing including both running Rails etc. complete including providing spring lever arrangement.
1
473550
473550
Supply of Glued Joint to Drg. No. RDSO/T- 2576, with latest specifications
72
1137005
15791.74
A Complete set of 60kg 1 in 8.5 turnout to RDSO layout Drg. No: T-4865, including all components and fittings such as curved switch of 6400mm length to RDSO Drg. No: T-4966 to Specification IRS T-10-2000, CMS crossing to RDSO Drg. No: RT-4967 to Specification No: IRS-T-29-2000, stock and lead rails, PSC sleeper fittings etc., but excluding PSC turnout sleepers
-
-
-
RH
1
1072050
1072050
LH
5
5360250
1072050
A Complete set of 60kg 1 in 12 turnout to RDSO layout Drg. No: T-4218, including all components and fittings such as curved switch of 10125mm length to RDSO Drg. No: T-4219 to Specification IRS T-10-2000, CMS crossing to RDSO Drg. No: RT-4220 to Specification No: IRS-T-29-2000 corrigendum No:5 of Nov-2004. Stock and lead rails, PSC sleeper fittings etc., but excluding PSC turnout sleepers
-
-
-
LH
3
4041450
1347150
A complete set of 60kg PSC turnout sleeper for 1in8.5 turnout as per RDSO layout Drg No:4865 to Specification No: IRS T-45-1996 corrigendum No. 5 of Dec 2002 with different sizes of sleepers to RDSO Drg No: T-4793 to T-4844 (52 sleepers), T-4512(2 No.s) and with exit sleepers 2 each to Drg. No:T-5471 to T-5474 (8 Sleepers), and with approach sleepers (5 Nos) to T-4786 to T-4790 totalling 67 sleepers but without sleeper fastenings
6
2096388
349398
A complete set of 60kg PSC turnout sleeper for 1in12 turnout as per RDSO layout Drg No:4218 to Specification No: IRS T-45-1996 corrigendum No. 5 of Dec 2002 with different sizes of sleepers to RDSO Drg No: T-4512 to T-4594 (83 sleepers) and with exit sleepers 2 each to Drg. No:T-5471 to T-5474 (8 Sleepers), and with approach sleepers (5 Nos) to T-4786 to T-4790 totalling 96 sleepers but without sleeper fastenings
3
1527687
509229
SUPPLY OF BALLAST
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-
-
Supply and stacking machine broken 65 mm gauge, clean, hard, angular and durable stone ballast including collection leading by contractors vehicles unloading and stacking in specified quantity in working Premises alongside the alignment with all contractor’s labour tools, plant and machinery with all lead and lift etc. complete as per RDSO specification and as directed by the Engineer-in-charge. NOTE:
i) Payment will be made on actual stack measurements.No deductions will be made towards voids.
ii) The contractor has to make his own service roads wherever required if not available or if the existing service roads are not sufficient for leading the ballast. iii) At some locations it may be necessary to rehandle the ballast by crossing of embankment if required as there is no direct access to the place of stacking. The rate quoted is inclusive of these charges. iv) The contractor should supply measuring boxes, wire claws, sieves of required gauges and labour for the purpose of sieve analysis as directed by the Engineerin-charge. No extra rate will be paid and the rate quoted is inclusive of the same. v)The ballast has to be supplied and stacked at locations as directed by the Engineer-incharge without causing infringement to the proposed formation. vi) The rate provided includes clearing the bushes and shrubs, cutting the ground and making the approaches for stacking the ballast.vii) The contractor's attention is drawn to para 2.3 of Specifications for track ballast, IRSGE-1, June,2004 for size specified in Annexure ie.,Retained on 65mm sq.mesh sieve -5% max. Retained on 40mm sq.mesh sieve -40% to 60% max. Retained on 20mm sq.mesh sieve not less than 98% for Machine crushed Ballast. Payment for over sized ballast will be made as per para 2.3.2 of "Specifications for track ballast, IRSGE-1, June,2004. viii) The Tenderer(s) are required to submit Ballast Test Report/certificate from any testing laboratory as mentioned at Annexure -A of Special conditions- Technical, for abrasion,impact and water absorption value as per provisions of "Specifications for track ballast, IRSGE-1, June,2004" at the time of concluding agreement,failing which their tender will be summarily rejected. Such test report should not be older than 03 (Three) months before the date of opening of Tender. Name of the quarry,location and distance by road from quarry to ballast depot are to be indicated.
13300
15576029
1171.13
LAYING AND LINKING OF TRACK
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-
-
Welding of 60 Kg rails by SKV process, including supply of welding portions, supply of moulds, consumable etc., complete and testing of welded joint
613.2
2718315
4433
Laying and linking of BG track involving the following operations using materials, men and machine:
5110
1441275
282.05
a. Dressing top of formation to side slope of 1:30.
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-
-
b. Leading ballast from the stacks and spreading to a depth of 150 mm cushion and rolling the same to proper grade with 10 Tonne road roller for the central width of 2.85 m.
-
-
-
c. Leading and Spreading of P.S.C Sleepers to correct alignment and spacing of 1540/km density.
-
-
-
d. Leading and Spreading of welded rails on the previously spread sleepers, and fixing with grooved rubber pads, Drilling of holes in rails, fixing of fish plates, ERC clips on sleepers. Rails and rail fixtures are to be painted with Bituminous paint, Fish plates are to be greased and bolts are to be oiled before using them as per the railways standards.
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-
-
e. Align the track to correct level, grade and curvature.
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-
-
f. Provide initial packing using additional ballast to achieve 250 mm cushion and proper grade, level of track, and then test track by engine.
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-
-
g. Attend track to achieve laying parameters as per specification, to allow 15 KMPH speed and there after provide additional THREE packings to allow speed of 30 KMPH.
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-
Payment Terms
(i) Payment will be made for supply of materials at site on quantity basis with reference to payment terms in special condition of contract.
(ii) Track linking will be paid per Km of Track linking after initial packing @ 20% of track linking cost
(iii) On completion of each subsequent packing 20% of track linking cost will be paid.
(iv) Remaning amount will be paid after the track is finally checked and commisioned.
-
-
-
Laying of Glued Joints in place of Block joints for existing track, cutting rails including all others materials and labour complete.
72
434232
6031
Laying & linking 60 kg 1 in 8-1/2 derailing switch (trap point ) as per RDSO drawing no T/6068 for 60 kg rail section on monoblock prestressed concrete sleeper (22nos) and all fittings required as per IR drawing and specifications with all contractors material, labour, tools and plants at site of work within standard laid down Railway tolerences with initial packing and 3 rounds of through packing to make it fit for 30 KMPH speed etc. complete including providing spring lever arrangement.
1
46884
46884.56
Assembling and laying in the BG track, BG turnouts to correct alignment and as directed by the Engineer-in-charge of the works with BG 60 KG rail turnouts on PSC sleepers to correct spacings as per standard on the ballasted formation of required cushion including laying of 60 kg. T-12 Rails on PSC turn out sleepers for fixing point motors & fastenings, lead rails to sleepers with necessary fittings drilling of holes and all other operations involved such as leading of rails sleepers and fittings, assembling and insertion of turnouts, laying sleepers to correct gauge of 1.676 M on straight and curves linking of rails with fish plates, bolts and nuts, drilling of holes on 60 kg rails rear packing of ballast after initial packing to the specified cushion with stone ballast on formation, aligning, gauging, levelling boxing to profile, cuttings of lead rails to the specified length, fixing spring level box in position on long sleepers & testing with Railways light engine or loaded diplory, rectification of defects after rolling complete with all Contractor's labour, lead, lift, tools, plant, machinery, fuel etc. as per specifications for 1 in 81/2 points and crossings.
6
221827
36971.31
Assembling and laying in the BG track, BG turnouts to correct alignment and as directed by the Engineer-in-charge of the works with BG 60 KG rail turnouts on PSC sleepers to correct spacings as per standard on the ballasted formation of required cushion including laying of 60 kg. T-12 Rails on PSC turn out sleepers for fixing point motors & fastenings, lead rails to sleepers with necessary fittings drilling of holes and all other operations involved such as leading of rails sleepers and fittings, assembling and insertion of turnouts, laying sleepers to correct gauge of 1.676 M on straight and curves linking of rails with fish plates, bolts and nuts, drilling of holes on 60 kg rails rear packing of ballast after initial packing to the specified cushion with stone ballast on formation, aligning, gauging, levelling boxing to profile, cuttings of lead rails to the specified length, fixing spring level box in position on long sleepers & testing with Railways light engine or loaded diplory, rectification of defects after rolling complete with all Contractor's labour, lead, lift, tools, plant, machinery, fuel etc. as per specifications for 1 in 12 points and crossings.
3
148579
49526.43
Manufacturing, Supplying, fixing precast RCC fouling mark as per Railway specification in 1:2:4 CC and required nominate reinforcement at the location given by Engineer in charge duly painted with contractor's labour material complete. The fouling mark shall be paitned with the letter F/M engraved on both faces perpendicular to track which will be painted with black enamel paint.
9
4141
460.19
Construction of Buffer Stop as directed by Engineer-in-charge with labour, materials, all tools and plants, loading, unloading, leading etc. complete.
6
93142
15523.71
Providing "Engine Stop", "Whistle", "Level Crossing Warning" Boards, KM & Hectometer posts, Curve reference markers etc. with Contractor’s material, labour, tools and plant as per specifications.
70
578927
8270.39
Providing portable fencing along the running track where work is to be done in close vicinity of track, maintaining during execution of work and removing after completion of the work as per direction of the Engineer. Fencing shall consist of self supporting steel angles of size 50mm x 50mm x 6mm, 1.5m long provided with hooks etc. and embedded in CC 1:2:4 block of size 0.23m x 0.23m x 0.23m placed at c/c distance of 2m along track. 12mm dia rods in three horizontal layers shall be tack welded with angle posts.Note : Released material will be property of the contractor after completion of work. Cost of cement required for CC blocks shall be paid separately. With provision of painting verticals & horizontals with red luminous paints / strips of 30cm each with a gap of 30 cm.
500
63045
126.09
IN-MOTION WEIGH BRIDGE ROOM
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-
-
Earthwork in excavation below ground level for all kinds of works in ALL TYPE OF SOILS INCLUDING SOFT ROCK EXCEPT HARD ROCK as classified in specification for depth upto 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc., all complete, but excluding shoring and strutting.
18.38
2352
128
BACKFILLING after execution of the work to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100 M, including re-excavating the deposited soil excavated earlier, break clods, laying at all depths and heights in layers of thickness not exceeding 15 cms watering, rolling and ramming with mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimmings etc., in foundations, plinths, trenches, pits etc., all complete.
11.09
443
40
Providing and laying plain cement concrete(1:3:6) for all depths below and upto plinth level in foundations drains, fillings, other works etc, ramming, vibrating, curing etc., all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete with 40 mm and down size graded crushed stone aggregates.
1.63
8586
5268
Providing and laying Design mix reinforced CEMENT CONCRETE OF M-25 GRADE with 20 mm and downsize graded crushed stone aggregates / gravel for footings below ground level of all types equipment / machine foundations, pedestals, columns, suspsended floors, staircases, landings, steps, brackets etc., (including single pour concreting upto 250 Cum) including cost of admixtures if used providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc., all complete (excluding the cost of reinforcement and shuttering) for all depths below plinth level in any shape, position and thickness etc., all complete as specified, shown and directed.
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-
-
For Footings
2.88
30622
10632.7
For Pedestals
1.38
15498
11230.7
For Plinth beam
1.37
18160
13255.6
Providing and laying Reinforced Cement Concrete of M-25 grade with 20 mm and down size graded crushed stone aggregates / gravel above ground level in suspended floors, slabs, beams, columns, walls including counter forts, staircases, landings, steps, facials, fins, mouldings, gutters shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip, moulds, pedestals, posts, struts, equipment / machine foundation, ramps etc., (including single pour concreting upto 250 cum) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc., all complete (excluding the cost of reinforcement and shuttering) for all heights above plinth level in any shape, position and thickness etc., all complete as specified, shown and directed.
-
-
-
For Beams
1.52
18736
12326.5
For Columns
0.97
13343
13756.4
For Slab upto 150 mm thick
2.49
4496
1805.7
For Lintels
1.5
3098
2065.86
For Sunshades
3.31
6921
2091
Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe. 415, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting bending to required shapes and lengths as per details, binding with contractors own 16 SWG black soft annealed binding wire at every interaction, supplying and placing with proper cover blocks, supports, chairs overlaps, welding, spacers, fan hooks etc., for all heights and depths etc., all complete as directed.
2.07
164945
79684
Providing and laying 40 mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:2:4 with 10 m and down size graded crushed stone aggregates in two layers of 20 mm thick with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg / Sqm over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling as even layer of dry & sharp sand over the hot bitumen etc., all complete as specified and directed.
0.14
869
6208.9
Providing and laying BRICK MASONRY WITH FLY ASH BRICKS OF CLASS 50 Kg / Sqm in cement mortar 1:6 (1 cement : 6 coarse sand) in one or more brick thickness and in any shape (excluding circular / curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soft of beam / slab embedding the fittings and fixtures, curing etc., all complete as per specifications including masonary drain.
9.69
74044
7641.3
Providing plain cement plaster in cement mortar (1 cement 4/6 fine sand by volume) on masonry, PCC / RCC including preparation of base, finishing, curing etc. also including providing 20 gauge chicken wire mesh stretched tight at all RCC / PCC masonry meeting points in 300 mm wide strips (150 mm on each surface) fixed with G.I. "U" type nails before plastering etc., complete.
-
-
-
External plastering of 20 mm average thickness 1:6 ( 1 cement: 5 sand) including masonry drain.
56.52
14943
264.4
Internal plastering of 15 mm average thickness 1:4 ( 1 cement: 2 sand) including ceiling.
45.57
8731
191.6
First quality Cement paint to give an even shade including thorough brooming of surface to remove all dirt, dust, mortar, drops, scales etc., and other foreign matter two coats on undercorated wall surfaces over and including a primary coat of white wash using contractor's materials, labour, tools and plant, with all leads and lifts, including crossing of tracks, if any etc., complete as directed by the Engineer.
56.52
10733
189.9
Oil bound distempered paint to give an even shade including thorough brooming of surface to remove all dirt, dust, mortar, drops, scales etc., and other foreign matter two coats on undercorated wall surfaces including ceiling and sloped roofs using contractor's materials, labour, tools and plant, with all leads and lifts, including crossing of tracks, if any etc., complete as directed by the Engineer.
62.31
8798
141.2
Roof water proofing by using high solid content liquid applied elastomeric water proofing membrane (1.5 mm thick) with separate wearing course on top of membrane shall consist of 25 mm thick PCC 1:2:4 and surface preparation complete as per specification.
18.69
10908
583.66
FLOORING BED
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-
-
Providing and laying 300 mm thick well compacted(Moorum) earth.
5.02
2722
542.4
Providing and laying 100 mm thick PCC 1:3:6 over Moorum with 20mm size stone aggregate.
0.84
4425
5268
50 mm thick floor finish over PCC 1:2:4 bed which includes PCC 1:2:4 with 20 mm nominal size stone aggregate with one of the following specifications
0.84
5418
6451
Providing and laying vetrified floor tiles in size of 60x60cm confirming to IS: 15622 of approved in all colour and shades laid in 20mm thick cement mortar 1:4 complete
16.75
18269
1090.7
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints
1.65
1799
1090.7
Providing & fixing approved make heavy duty CI Body bottle type hydraulic door closer with adjustable spanners, metal screws etc., conforming to IS: 3564 including all necessary fixtures, fittings etc., complete.
1
1046
1046.4
Providing and fixing approved make Chromium plated metallic (brass body) mortice lock, 6 leavers conforming to IS: 2209 (inclusive of pair handles of pressure die cast zinc alloy, satin finished) including all necessary fixtures, fittings etc., complete
1
2456
2456.4
Providing and fixing approved make pressure stainless steel door handle, 125mm long including all necessary fixtures, fittings etc., complete.
1
142
142
Providing and fixing approved quality anodized aluminium aldrop 300 mm long 19.05 mm dia in bronze colour including all necessary fixtures, fittings etc., complete.
1
397
397.7
Providing and fixing approved quality anodized aluminium tower bolts conforming to IS: 204 in Bronze colour, 250 x 10 mm, including all necessary fixtures, fittings etc., complete.
1
155
155.7
Providing and fixing approved Heavy duty Aluminium Door stoppers with double heavy duty rubber shoes including all necessary fixtures, fittings etc., complete.
1
72
72.7
Down/Rain water pipes and waste water pipes should be P.V.C. conform I.S. No 4985/88 sewer pipe should be cast iron conform I.S. No. 1536/89, 1537/76 & 1538/93.
5
1930
386.1
Providing, supplying, laying and injecting approved chemical emulsions as specified for Pre-constructional ANTI - TERMITE TREATMENT and creating a chemical barrier under around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc., all complete as specified and directed (plinth area of the building at ground floor only shall be measured).
23.5
4591
195.4
CREW REST ROOM
-
-
-
Earthwork in excavation below ground level for all kinds of works in ALL TYPE OF SOILS INCLUDING SOFT ROCK EXCEPT HARD ROCK as classified in specification for depth upto 3.0m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc., all complete, but excluding shoring and strutting.
27.56
3527
128
BACKFILLING after execution of the work to proper grade and level with selected materials from available excavated soil from spoil heaps within a LEAD OF 100 M, including re-excavating the deposited soil excavated earlier, break clods, laying at all depths and heights in layers of thickness not exceeding 15 cms watering, rolling and ramming with mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimmings etc., in foundations, plinths, trenches, pits etc., all complete.
15.6
624
40
Providing and laying plain cement concrete(1:3:6) for all depths below and upto plinth level in foundations drains, fillings, other works etc, ramming, vibrating, curing etc., all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete with 40 mm and down size graded crushed stone aggregates.
2.62
13802
5268
Providing and laying Design mix reinforced CEMENT CONCRETE OF M-30 GRADE with 20 mm and downsize graded crushed stone aggregates / gravel for footings below ground level of all types equipment / machine foundations, pedestals, columns, suspsended floors, staircases, landings, steps, brackets etc., (including single pour concreting upto 250 Cum) including cost of admixtures if used providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc., all complete (excluding the cost of reinforcement and shuttering) for all depths below plinth level in any shape, position and thickness etc., all complete as specified, shown and directed.
-
-
-
For Footings
4.33
46039
10632.7
For Pedestals
2.21
24819
11230.7
For Plinth beam
2.76
36585
13255.6
Providing and laying Reinforced Cement Concrete of M-25 grade with 20 mm and down size graded crushed stone aggregates / gravel above ground level in suspended floors, slabs, beams, columns, walls including counter forts, staircases, landings, steps, facials, fins, mouldings, gutters shelves, window sills, canopies, lintels, girders, ducts, brackets, chajjas with drip, moulds, pedestals, posts, struts, equipment / machine foundation, ramps etc., (including single pour concreting upto 250 cum) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc., all complete (excluding the cost of reinforcement and shuttering) for all heights above plinth level in any shape, position and thickness etc., all complete as specified, shown and directed.
-
-
-
For Beams
2.98
36732
12326.5
For Columns
1.45
19946
13756.4
For Slab upto 150 mm thick
7.29
13163
1805.7
For Lintels
3.63
7499
2065.86
For Sunshades
4.57
9555
2091
Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe. 500, for RCC work including transporting the Steel, straightening, cleaning, decoiling, cutting bending to required shapes and lengths as per details, binding with contractors own 16 SWG black soft annealed binding wire at every interaction, supplying and placing with proper cover blocks, supports, chairs overlaps, welding, spacers, fan hooks etc., for all heights and depths etc., all complete as directed.
2.81
223912
79684
Providing and laying 40 mm thick DAMP PROOF COURSE with plain cement concrete of nominal mix of 1:2:4 with 10 m and down size graded crushed stone aggregates in two layers of 20 mm thick with two coats of hot bitumen (Grade A90/S90 conforming to IS:73) applied @ 1.7 Kg / Sqm over each layer as per specifications including cleaning, watering the top surface of walls, centering, shuttering, placing, tamping, curing, sprinkling as even layer of dry & sharp sand over the hot bitumen etc., all complete as specified and directed.
0.38
2359
6208.9
Providing and laying BRICK MASONRY WITH FLY ASH BRICKS OF CLASS 50 Kg / Sqm in cement mortar 1:6 (1 cement : 6 coarse sand) in one or more brick thickness and in any shape (excluding circular / curved brick masonry) at all heights above plinth level including the cost of materials, labour, scaffolding / staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape and size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soft of beam / slab embedding the fittings and fixtures, curing etc., all complete as per specifications including masonary drain.
18.68
142739
7641.3
Providing plain cement plaster in cement mortar (1 cement 4/6 fine sand by volume) on masonry, PCC / RCC including preparation of base, finishing, curing etc. also including providing 20 gauge chicken wire mesh stretched tight at all RCC / PCC masonry meeting points in 300 mm wide strips (150 mm on each surface) fixed with G.I. "U" type nails before plastering etc., complete.
-
-
-
External plastering of 18mm average thickness 1:6 ( 1 cement: 6 sand) including masonry drain.
95.49
25247
264.4
Internal plastering of 15 mm average thickness 1:4 ( 1 cement: 4 sand) including ceiling.
149.32
28609
191.6
First quality Cement paint to give an even shade including thorough brooming of surface to remove all dirt, dust, mortar, drops, scales etc., and other foreign matter two coats on undercorated wall surfaces over and including a primary coat of white wash using contractor's materials, labour, tools and plant, with all leads and lifts, including crossing of tracks, if any etc., complete as directed by the Engineer.
95.49
18133
189.9
Oil bound distempered paint to give an even shade including thorough brooming of surface to remove all dirt, dust, mortar, drops, scales etc., and other foreign matter two coats on undercorated wall surfaces including ceiling and sloped roofs using contractor's materials, labour, tools and plant, with all leads and lifts, including crossing of tracks, if any etc., complete as directed by the Engineer.
193.91
27380
141.2
Roof water proofing by using high solid content liquid applied elastomeric water proofing membrane (1.5 mm thick) with separate wearing course on top of membrane shall consist of 25 mm thick PCC 1:2:4 and surface preparation complete as per specification.
47.11
27496
583.66
FLOORING BED
-
-
-
Providing and laying 300 mm thick well compacted(Moorum) earth.
13.38
7257
542.4
Providing and laying 100 mm thick PCC 1:3:6 over Moorum with 20mm size stone aggregate.
2.23
11747
5268
50 mm thick floor finish over PCC 1:3:6 bed with M 20 nominal mix using 20mm aggregate
2.23
14385
6451
Providing and laying vetrified floor tiles in size of 60x60cm confirming to IS: 15622 of approved in all colour and shades laid in 12mm thick cement mortar 1:8 complete
39.55
43137
1090.7
Providing and laying Vitrified tiles in different sizes (thickness to be specified by the manufacturer), with water absorption less than 0.08% and conforming to IS: 15622, of approved brand & manufacturer, in all colours and shade, in skirting laid with cement based high polymer modified quick set tile adhesive (water based) conforming to IS: 15477, in average 6 mm thickness, including grouting of joints
4.04
4406
1090.7
Flooring in toilets area with first quality 0.3X0.3m non slippery ceramic tiles conforming to I.S. No 15622 approved by engineer laid over 20mm thick C.M. 1:8
5.04
5325
1056.6
Dadoing in toilets upto 2.1m hight shall be finished with 6 to 8mm thick of size 300x 600 mm glazed tiles dado for suitable size.
27.14
23885
880.1
Providing & fixing approved make heavy duty overhead hydraulic door closer with adjustable spanners, metal screws etc., conforming to IS: 3564 including all necessary fixtures, fittings etc., complete.
2
2092
1046.4
Providing and fixing approved make Chromium plated metallic (brass body) mortice lock, 6 leavers conforming to IS: 2209 (inclusive of pair handles of pressure die cast zinc alloy, satin finished) including all necessary fixtures, fittings etc., complete
2
4912
2456.4
Providing and fixing approved make pressure die cast zinc alloy, chromium plated door handle, 125mm long including all necessary fixtures, fittings etc., complete.
4
568
142
Providing and fixing approved quality anodized aluminium aldrop 300 mm long 19.05 mm dia in bronze colour including all necessary fixtures, fittings etc., complete.
2
795
397.7
Providing and fixing approved quality anodized aluminium tower bolts conforming to IS: 204 in Bronze colour, 250 x 10 mm, including all necessary fixtures, fittings etc., complete.
4
622
155.7
Providing and fixing approved quality zinc alloy pressure die cast, chromium plated spring loaded round door stopper with double heavy duty rubber shoes including all necessary fixtures, fittings etc., complete.
2
145
72.7
Down/Rain water pipes and waste water pipes should be P.V.C. conform I.S. No 4985/88 sewer pipe should be cast iron conform I.S. No. 1536/89, 1537/76 & 1538/93.
5
1930
386.1
Providing, supplying, laying and injecting approved chemical emulsions as specified for Pre-constructional ANTI - TERMITE TREATMENT and creating a chemical barrier under around column pits, wall trenches, basement excavations, top surfaces of plinth filling, junction of wall and floor, along the external perimeter of building, expansion joints, surrounding of pipes and conduits etc., all complete as specified and directed (plinth area of the building at ground floor only shall be measured).
49.29
9631
195.4
No. of BOQ items: 73(Seventy Three) only
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70527773
-
(Rupees Seven Crores Five Lakhs Twenty Seven Thousand Seven Hundred and Seventy Four Only)
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-
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