Public Works Department Tender
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Public Works Department - PWD Tender
Civil And Construction
Building Construction
Opening Date22 Nov 2024
Closing Soon27 Jan 2025
Tender Amount₹ 8,98,68,000
Costs
EMD
₹ 4,49,350Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
161496Tender No
161496Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwd.cg.nic.in/
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Documents
BOQ Items
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Wet Mix Macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per clause 406.)
2061.4
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Prime coat (Providing and applying primer coat with oil based bitumen emulsion (SS-1, grade confirming to IS:8887) on prepared surface of granular Base including clearing of road surface and spraying primer using mechanical means as per clause 502.
on WBM/WMM surface @0.85 Kg/sqm.
8245.6
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Dense Bituminous Macadam (Providing and laying dense bituminous macadam with minimum 40-60 TPH capacity HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No.505 complete in all respects.)
With sensor paver finisher
for Grading-II(26.5 mm nominal size bitumen content 4.50%)
412.28
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Tack coat x (RS-1, grade confirming to IS:8887) using emulsion pressure distributor on the prepared bituminous/granular surface cleaned with mechanical broom and as per clause 503.
Bituminous surface @ 0.25 kg /Sqm
16491.2
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Bituminous Concrete (Providing and laying bituminous concrete with minimum 40-60 TPH capacity hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0 to 6.0% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects)
With sensor paver finisher
for Grading II (13.2 mm nominal size) with bitumen 6.0 %
247.37
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Providing and constructing brick masonry road gully chamber 110x50x77.5 cm with well burnt modular clay bricks crushing strength not less than 35kg/cm2 in cement mortar 1:4 (1 cement : 4 coarse sand) including 500x450 mm precast R.C.C. horizontal grating with frame and vertical grating complete as per standard design.
10
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Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.
CONCEALED WORK including cutting chases and making good the walls etc., 25 mm nominal outer dia .Pipes.
1712
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Providing and fixing brass/ gun metal gate valve with C.I. wheel of approved quality (screwed end):
40 mm nominal bore
15
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Full PUR(POLYURETHANE RUBBER) Synthetic Athletic track surface of minimum 15mm thickness in multilayer application of ( POLAPLAST P-10 Polyurethane primer-0.20 Kg/M2,POLAPLAST P-28 P6/ RED color, Specially modified, Full-PU material-2.70 Kg/M2 in Three layers with SBR GRANULARS ) ,with the normal stress areas including markings as per the specification / requirement laid down by WA and as per the direction of the Engineer-in-charge. The track needs to be WA Class II certified. The product should be European/American/Australian origin only.The track should be installed in supervision of a Technician of the manufacturer who have experience in such installation in India or any other country in the world for at least 1 Class II certified track with the same product.
8245.6
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Providing & Fixing IAAF approved Field Equipment material for conducting various events as per World Athletics approved events. All track and field equipment will be as per the technical requirement for use in International Athletic Competitions.
Aluminium Kerbing made of heavy gauge aluminium with a box profile top and 10mm tall ribbed feet to keep it fixed in place. World Athletics Approved
1
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Pole Vault box with cover – The pole vault box is welded stainless steel construction with blanking board made of aluminium. The pole vault box will have sockets for drainage of water. World Athletics Approved.
2
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Take-off Board for long and triple jump – The take-off board is made of wood with welded aluminium tray to protect the take-off area and facilitates for easy replacement of take-off board and plasticine board. It will be with a heavy duty aluminium blanking lid. World Athletics Approved
7
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Shotput ring – Shotput ring made of heavy duty aluminium and can be folded in 2 parts. World Athletics Approved
2
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Hammer cage cum Discuss cage – Hammer cum discuss cage is made of heavy duty 100mm square steel tube hot dipped galvanized. The poles can be detached from centre for easy movement. World Athletics Approved
1
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Discuss ring – Discuss ring made of heavy duty aluminium and can be folded in to 2 parts. World Athletics Approved
1
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Hammer cage with sockets – The hammer cage is made of heavy duty 100mm square steel tube hot dipped galvanized with 2m door with wheels. The net is machine knitted and UV stabilized. World Athletics Approved
1
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Discuss cage with sockets – The discuss cage is made of heavy duty 92mm square steel tubes hot dipped galvanized and can be detached from centre for easy movement. The vertical poles are connected with tie bars for sturdiness. The net is 5mm thick machine knitted and UV stabilized. World Athletics Approved.
1
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Steeple Chase Barrier – The barrier is made of heavy duty 100mm x 100mm steel tube and coated with EPDM. The base legs have spring loaded snap-locks for easy height adjustment (3 heights). World Athletics Approved.
1
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Demolishing brick masonry including arches, stacking of serviceable material disposal of unserviceable material within 50 metres lead.
In cement mortar.
87
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Removing mortar from bricks and cleaning the bricks including stacking within 50 metre lead. (stacks of cleaned brick shall be measured).
In cement mortar
30000
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Demolishing R.C.C. work including stacking of steel bars and disposal of unserviceable material within 50 metre lead.
67.05
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Extra for cutting reinforcement bars in R.C.C. or R.B work. (Crosssectional area of RCC/RB work to be measured)
67.05
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Excavation for all types and sizes of foundations, trenches and drains or for any other purpose including disposal of excavated stuff upto 1.5 m lift and lead upto 50m (at least 5m away from the excavated area), including dressing and leveling of pits.
In all types of soils.
894.4
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Providing and laying nominal mix plain cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm nominal size).
231.36
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Construction of RCC drain/chamber cover, placing in position, providing shuttering and concreting by using concrete mixer, compaction by vibration etc complete as per drawings and technical specifications excluding reinforcement.
with RCC M-20
253.32
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Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in drain/cover/chamber complete as per Drawing and Technical Specifications.
25.33
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Providing and laying Reinforced Cement Concrete pipe NP 3 / prestressed concrete pipe. (Laying Reinforced cement concrete pipe NP3 /prestressed concrete pipe for culverts including fixing collar with cement mortar 1:2 but excluding bedding below pipes, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets . ) 600 mm dia
30
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Construction of RCC Drain/Cover/Chamber
Excavation for drain (Earth work in excavation for drain/chamber as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.)
189.72
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Providing and laying cement concrete for plain concrete/ reinforced concrete ice form work, shuttering complete in as per drawings and specifications.( For Village roads)
P.C.C. M-10
18.36
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Providing and filling in plinth with sand/ Crusher dust and hard moorum under floor in layers not exceeding 20cm in depth consolidating each deposited layer by ramming and watering, including dressing etc. complete.
254.32
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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work.
1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
126
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Providing and placing in position reinforcement for R.C.C. work including straightening, cutting, bending, binding etc. complete as per drawings including cost of binding wire .all complete:
Thermo-Mechanically treated bars FE 500D
15120
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Providing and fixing form work including centring, shuttering, strutting, staging, propping bracing etc. complete and including its removal at all levels, for:
Wall of any thickness including attached pilasters, buttresses etc. in super structure.
720
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Providing and laying nominal mix reinforced cement concrete with crushed stone aggregate using concrete mixer in all works upto plinth level excluding cost of form work. 1:1½:3 (1 cement : 1½ coarse sand : 3 graded stone aggregate 20mm nominal size).
27.44
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Steel work in tubular (round, square or rectangular hollow tubes etc.) structure in built-up sections, trusses and frame work including cutting, hoisting, fixing in position upto a height of 5m above plinth level, consisting of columns trusses, roof and bottom purlins, base plate, holding down bolts, wind ties bracing (if required), bolts, nuts and washers for fastening etc. complete with applying a priming coat of red oxide zinc chromate primer. Electric resistance or induction butt welded tubes Grade-300
5145
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Providing and fixing in position chain linked steel wire fabric made of 4 mm dia G.I. wire of required width in mesh to concrete/ wooden/ angle iron posts including securing and screwing with 2mm dia G.I. wire, G.I. staples, G.I.U-nails or steel pins etc., complete. Aperture 50x50mm
1225
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Providing & laying 60mm thick precast interlocking concrete blocks of approved size (approx 305 sqcm) and shape/ pattern, over 40 mm thick average complete coarse sand bed with joints of 3mm thick filled by fine sand including leveling with surface vibrator, temping and sweeping etc. complete of minimum compressive strength of 250 kg/sq.cm Pigment Coloured (rubber mould) precast interlock concrete blocks
1284
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Brick work with modular well burnt clay bricks of crushing strength not less han 25 kg/sqcm and water absorption not more than 20% in foundation and plinth in: Cement Mortar 1:6 (1 Cement : 6 Coarse Sand)
20.83
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Providing and making 18mm thick cement plaster in two coats with under layer of 12mm thick plaster 1:5 (1 cement : 5 fine sand) and top layer of 6mm thick with cement plaster 1:3 (1 cement : 3 fine sand) finished rough with sponge.
208.32
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Providing and laying water proofing treatment in sunken portion of WCs, bathroom, kitchen etc., by applying cement slurry mixed with water proofing cement compound consisting of following applications including surface preparation:
(i)First layer of slurry of cement @ 0.488 kg/sqm mixed with water proofing cement compound @ 0.253 kg/sqm. This layer will be allowed to air cure for 4 hours. (ii)Second layer of slurry of cement @ 0.242 kg/sqm mixed with water proofing cement compound@ 0.126 kg/sqm. This layer will be allowed to air cure for 4 hours followed with water curing for 48 hours. The rate includes treatment and sealing of all joints, corners, junctions of pipes and masonry with polymer mixed slurry.
25.6
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