Indian Institute Of Information Technology And Management Tender
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Indian Institute Of Information Technology And Management - IIITM Tender
Eprocure
Opening Date20 Jun 2018
Closing Date6 Jul 2018
Tender Amount₹ 4,99,48,390
Costs
EMD
₹ 10,00,300Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Construction of External Service like Plumbing Drainage and Roads for New Campus of IIITMK
Description
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Contact
Tender Id
2018_IIITM_211240_1Bid Award Id
ViewTender No
IIITMK/0631/18Tender Authority
Indian Institute Of Information Technology And Management ViewPurchaser Address
-Website
http://https://www.iiitmk.ac.in/
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Documents
BOQ Items
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(c)25 mm dia nominal bore
72
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(d)32 mm dia nominal bore
50
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(e)40 mm dia nominal bore
33
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(f)50 mm dia nominal bore
28
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(g)65 mm dia nominal bore
952
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(h)80 mm dia nominal bore
70
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1.2 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : (a)15 mm dia nominal bore
5
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(b)20 mm dia nominal bore
340
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(c)25 mm dia nominal bore
72
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(d)32 mm dia nominal bore
50
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(e)40 mm dia nominal bore
33
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(f)50 mm dia nominal bore
28
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(g)65 mm dia nominal bore
952
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(h)80 mm dia nominal bore
70
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1.3 Providing and filling sand of grading zone V or coarser grade, allround the GI pipes in external work : (a)15 mm nominal outer dia .Pipes.
5
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(b)20 mm nominal outer dia .Pipes.
340
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(c)25 mm nominal outer dia .Pipes.
72
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(d)32 mm nominal outer dia .Pipes.
50
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(e)40 mm nominal outer dia .Pipes.
33
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(f)50 mm nominal outer dia .Pipes.
28
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(g)65 mm nominal inner dia .Pipes.
952
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(h)80 mm nominal inner dia .Pipes.
70
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(i)100 mm nominal inner dia .Pipes.
530
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1.4 Providing and fixing brass stop cock of approved quality (a)15 mm dia nominal bore
1
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(b)20 mm dia nominal bore
1
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1.5 Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : (a)25mm nominal bore
1
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(b)20mm nominal bore
35
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(c)32mm nominal bore
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(d)40mm nominal bore
3
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(e)50mm nominal bore
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(f)65mm nominal bore
11
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(g)80mm nominal bore
5
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1.6 Supplying and fixing C.I. manhole cover with frame (7 kg weight) in position of size 300 x 300 mm for valve chambers.
36
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1.7 Supplying and fixing C.I. manhole cover with frame (32 kg weight) in position of size 600 x 600 mm for valve chambers.
16
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1.8 Providing and fixing C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc. if required will be paid separately): (a) 50mm dia
2
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1.9 Disinfecting D.I./GI. water mains by flushing with water containing bleaching powder at 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory. (a) 80 mm diameter G.I. pipe
70
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(b)100 mm diameter G.I. pipe
530
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1.10 Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality
EHD - 35 Circular shape 560 mm internal dia
48
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1.11 Providing and fixing gun metal non- return valve of approved quality (Screwed end): (a) 80 mm nominal bore (Horizontal)
3
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1.12 Providing and fixing G.I. pipes medium class complete with G.I. fittings excluding trenching and refilling etc. (a) 100 mm dia nominal bore
530
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1.13 Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality : (a) 100 mm dia nominal bore
530
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1.14 Providing and fixing CI sluice valve with hand wheel of approved quality (Flanged end) Non-rising stem, (PN-1.6 rating) (a) 100 mm dia nominal bore
2
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DRAINAGE
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2.1 Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : (a)150 mm dia. R.C.C. pipe
75
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(b)250 mm dia. R.C.C. pipe
55
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(b)300 mm dia. R.C.C. pipe
10
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(b)450 mm dia. R.C.C. pipe
61
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2.2 Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W./RCC pipes including bed concrete as per standard design: (a)150 mm dia. R.C.C. pipe
75
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(b)250 mm dia. R.C.C. pipe
55
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(b)300 mm dia. R.C.C. pipe
10
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(b)450 mm dia. R.C.C. pipe
61
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2.3 Providing orange colour safety foot rest of minimum 6mm thick plastic encapsulated as per IS:10910 on 12mm dia steel bar conforming to IS:1786 having minimum cross section as 23 mm x 25mm and over all minimum length 263mm and width as 165mm with minimum 112mm space between protruded legs having 2mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30 x 20 x 15cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) complete as per design.
262
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2.4 Steel work welded in built up sections/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. (a) In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.
385
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2.5 Excavating trenches of required width for pipes, cables, etc., including excavation for sockets and dressing of sides, ramming of bottoms, depth upto 1.5m including getting out the excavated soil and then returning the soil as required, in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m : (a) All kind of soils (Pipes, cable etc. exceeding 80mm dia. but not exceeding 300mm dia).
1760
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(b)All kind of soils (Pipes, cable etc. exceeding 300mm dia. but not exceeding 600mm dia).
65
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2.6 Extra for excavating trenches for pipes, cables etc. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth upto 1.5 metre).
319
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2.7 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sq.m. on plan) including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50m. (a) All kinds of soil
2053
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2.8 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations, etc. in layers not exceeding 20cm. In depth, consolidating each deposited layer by ramming and watering, lead upto 50m and lift up to 1.5m.
1140
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2.9 Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - All work upto plinth level. (a) 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size).
124
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2.10 Providing and laying in position specified mix of reinforced cement concrete excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : (a) 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
779
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2.11 Providing, hoisting and fixing up to floor five level precast reinforced cement concrete in shelves including setting in cement mortar 1:3 (1 cement : 3 coarse sand), cost of required centering, shuttering and finishing with neat cement punning on exposed surfaces but excluding the cost of reinforcement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size) for Drain and Catch basin grating.
10
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2.12 Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: (a) Cement mortar 1:6 (1 cement : 6 coarse sand).
10
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2.13-15mm cement plaster on rough side of single or half brick wall of mix : (a) 1:6 (1 cement : 6 coarse sand)
30
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2.14 Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete: (a) Thermo-Mechanically Treated bars.
77900
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2.15 strutting, propping etc. and Centering and shuttering including removal of form for : (a) Suspended floors, roofs, landings, balconies and access platform.
3181
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2.16 Providing , lowering & laying intrenches, aligning & jointing of PVC-U pipes for SDR 34/Ring Stiffness SN 8KN per Sqm as per IS: 15328 and as per specification with rubber ring with socket and spigot joint, (EPDM/SBR) for all depths including well graded granular bedding for pipe length as per drawing and specification including hydraulic field testing and commissioning etc complete as directed by Engineer.Note : Earth work will be measured and paid separately. (a) 160mm diameter
5
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(b)200mm diameter
540
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2.17 Providing at site, lowering & laying in trenches, aligning & jointing of uPVC pipes of class III (6 kg/ cm2) as per IS:4985 and as per specification with rubber ring with socket and spigot joint,(EPDM/SBR) for all depths including well graded granular bedding for pipe length as per drawing and specification including hydraulic field testing and commissioning etc complete as directed by Engineer. Note : Earthwork will be measured and paid separately. (a) 110mm diameter UPVC. pipe
5
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(b)160mm diameter UPVC. Pipe
5
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(c)200mm diameter UPVC. pipe
540
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TUBEWELL AND TUBEWELL PUMPS
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3.1 Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, upto 90 metre depth below ground level. (a) All types of soil 300 mm dia
30
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3.2 Supplying, assembling lowering and fixing in vertical position : (a) Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS: 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer-in-charge. i) 150 mm nominal size dia having minimum wall thickness 5.00 mm
15
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(b) )Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/3.2 mm) mild steel threaded and socketed / plain bevel ended pipe (type A) of required dia, conforming to IS: 8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Engineer -in-charge. i) 150 mm nominal size dia
15
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3.3 Gravel packing in tubewell construction in accordance with IS: 4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of Engineer-in-charge.
4
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3.4 Providing and fixing Bail plug/ Bottom plug of required dia to the bottom of pipe assembly of tubewell as per IS:2800 (part I). (a) 150 mm dia
1
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3.5 Development of tube well in accordance with IS : 2800 (part I) and IS: 11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, i/c disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and direction of Engineer-in-charge
30
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3.6 Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of: (a) 150 mm dia
1
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3.7 Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS: 2800 (part I), including necessary bolts & nuts of required size complete. (a) 150 mm dia
1
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3.8 Testing of tubewell with Air compressor for its yield as per ISI specifications and directions of the Engineer including sanitary , water testing and discharge test etc.
1
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3.9 Testing of quality of tubewell water for Physical, Chemical & Bacteriological charecteristics of water from two separate approved laboratories.
1
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3.10 Providing and fixing single/multistage submersible pumping set with 7.5 HP motor 6 stage pump suitable for 400 LPM at 55 Mtr. Head
1
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3.11 Providing and fixing gunmetal pressure gauge (100mm dia) or rating (0-10 kg/cm2) with gunmetal isolating cock and connecting pipe
1
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3.12 Providing and fixing 65 mmdia supporting clamps with nuts and bolts.
1
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3.13 Providing and fixing 65 mm cable clips with nuts and bolts.
12
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3.14 Providing and fixing 3c-4 sqmm 1.1KV submersible cable including laying, termination complete as required.
40
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3.15 Providing and fixing butterfly valve with SPS pace. (a) 65mm dia
1
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3.16 Providing and fixing pvc coated 6mm dia GI wire Rope complete with wire rope clamps for safety of pump set.
35
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3.17 Supplying and laying 1.1 kv grade aluminium conductor PVC insulated and PVC sheathed armoured cables including 8 SWG GI earth wire on surface/cable trays as required. 4 core - 2.5 sq.mm
40
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3.18 Providing and fixing dust and vermin proof motor control panel fabricated from 14 SWG CRCA sheet, powder coated with stove enamelled paint and comprising of (for tubewell pumps) (Ref: Page 9 of Volume IV) All internal wiring should be colour coded from incoming main to switchgear, starters, meters, indicating lights.
1
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ROAD WORK
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4.1 Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil
2000
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4.2 Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m.
2000
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4.3 Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.
5968
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4.4 Supplying & Filling with earth brought from out side (excluding rock) in plinth/under floor in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering complete in all respect as approved by engineer-in-charge
15000
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4.5 Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge.
-With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25
1194
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4.6 Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical
paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge.
1194
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4.7 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin- Charge. -80mm thick Cement concrete paver block of M-30 grade with approved colour, design & pattern.
3998
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4.8 Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of Engineer-in-charge.
1523
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4.9 Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineerin-
Charge.
-80mm thick Cement concrete Grass paver block of M-30 grade with approved colour, design & pattern.
746
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4.10 Providing, laying and making kerb channel 30 cm wide and 50 mm thick with cement concrete 1:3:6 (1 cement: 3 coarse sand:6 graded stone aggregate 20 mm nominal size) over 75mm bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth etc. complete and as per direction of Engineer-in-charge.
650
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4.11 Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
220
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4.12 Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade in kerb stone of approved color and shade as per direction of Engineer-in-charge).
1650
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4.13 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size).
42
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