Public Works Department Tender
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Costs
EMD
₹ 5,57,500Document Cost
₹ 20,000Tender Fee
₹ 5,900
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2021_CEPW_73582_1Bid Award Id
ViewTender No
Re-Bid No. 35/3 Dated 04.10.2021Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://https://pwdpunjab.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
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Construction of granular sub-base by providing material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per MORD technical specifications
1214.89
-
1603.01
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Making 50 mm x 50 mm furrows Making 50 mm x 50 mm furrows 45 degree to the centre line of road and at one metre interval in the existing bituminous wearing coarse including sweeping and disposal of excavated material within 1000 meters lead complete as per technical clause 404 of MORT&H specifications (Full surface area will be measured for payment.)
14640
-
5
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Water Bound Macadam Grading I
Providing, laying, spreading and compacting stone aggregates of Grading I to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying and brooming Water Bound Macadam Grading I , watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications without screening
1822.33
-
2129.88
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Water Bound Macadam Grading II
Providing, laying, spreading and compacting stone aggregates of Grading II to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheeled roller 8- 10 tonnes in stages to proper grade and camber, applying an brooming Water Bound Macadam Grading II, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications
without screening
2088.36
-
2129.84
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Surface dressing
Providing and laying surface dressing in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG-10 Bulk @ 1kg per sqm laid on prepared surface after cleaning the road surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications.
22113.85
-
77.45
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Tack coat with Bitumen VG-10 Bulk
Providing and applying tack coat with penetration grade bitumen VG- 10 Bulk using bitumen pressure distributor @ of 0.40 kg per sqm on the prepared bituminous surface/granular surface treated with prime coat after cleaning the surface complete as per technical clause 503 of MORT&H specifications
22113.85
-
20.41
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Open - graded premix Providing, laying and compaction of open - graded premix surfacing of 20 mm thickness consisting of crushed stone agg regates of specified grading premixed in a continous type hot mix plant with bituminous binder VG-10 Bulk @ 1.46kg per sqm, carriage of mixed material to site of work and laid with paver finisher mechanically and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications.
22113.85
-
140.02
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Seal coat type "B"
Providing and laying of premix sand seal coat premixed in continous type hot mix plant using specified fine aggregates and penetration grade bitumen VG-10 Bulk @ 0.68kg per sqm, carriage of mixed material to site of work, laid to the specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications
22113.85
-
53.61
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Providing and Fixing factory made rubber moulded smooth finish cement concrete M-20 grade 250mm high with bottom width 165mm and top width 115mm made over strong vibratory table and fixing with cement mortar 1:2 complete as per MORT&H specifications
1734
-
357.56
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Providing and laying 80 mm thick factory made cement concrete interlocking paver block of M-40 grade manufactured by block making machine equipped with steel mould clamped to a strong vibratory table with hydraulic pressure or compaction of concrete as per IRC SP 63-2014 & of approved size, design/ shape laid in ordinary grey colour and pattern over & including 40mm thick compacted bed of coarse sand, filling the joints with fine sand etc.all complete as per directions of Engineer-in-Charge.
4768.5
-
805
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Earth work undressed with a combined lead upto 2 meters including breaking of cloads and extra for laying earth/fly ash as per specification for compacation in 20 cm layers and dressing properly to desired site requirement. (No extra allownace of wetness, slush or numus dal are payable)
1440
-
77
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Excavation in soil (any type) using hydraulic excavator CK 90 with hydraulic excavator 0.9 cum bucket capacity including cutting, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, including all lifts and combined lead upto 30 m complete in all resspects to PWD/ MORT&H specifications
3363.15
-
34
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Providing and laying PCC 1:3:6 mixing by manual menas complete in all respects to PWD/ MORT&H specifications using concrete mixer volumetric type.
6.26
-
4708.18
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Providing & laying 1st class brick work laid in cement sand mortar in 1:4 in foundation & plinth complete in all respects to PWD/ MORT&H specifications
17.92
-
5295.86
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Supply of 450 mm dia pipes
15
-
2528
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Providing & Laying RCC 450mm in side dia Hume Pipe Culvert including joining NP-3 complete in all respects to PWD/ MORT&H specifications
15
-
376
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Providing and laying PCC 1:2:4 mixing by manual menas complete in all respects to PWD/ MORT&H specifications using concrete mixer volumetric type.
20.65
-
5420.82
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Providing & Laying Cement pointing 1:2 deep complete in all respects to PWD/ MORT&H specifications
1313.01
-
128.72
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Providing & laying 12.5mm thick with Cement plaster, cement sand mortar 1:4 complete in all respects to PWD/MORT&H specifications
375.66
-
198.17
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Providing, Laying, fixing & jointing of P.V.C Pipes as per ISI-4985 (ISI marked with the prior approval of Engineer-in-charge) along the Trenches and laying the same in trenches to correct alignment and gradients, cutting, jointing and testing complete as per specifications
110 mm o/d PVC pipe of 4kgf/sqcm
219.43
-
276.96
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Providing & laying 1st class brick work laid in cement sand mortar in 1:5 in foundation & plinth complete in all respects to PWD/ MORT&H specifications
536.52
-
5271.52
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Providing and laying PCC 1:4:8 using stone ballast 40mm gauge complete in all respects to PWD/ MORT&H specifications using concrete mixer volumetric type.
78.82
-
4811.33
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Centring and shuttering for slab of culverts for vent height upto 3.00 mtr complete in all respects to PWD/ MORT&H specifications using concrete mixer volumetric type.
31.45
-
581
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Providing and laying reinforced cement concrete M-20 mechanically batch mixed using batch type concrete mixer as per IS:1791 and virated by needle vibrator but excluding steel reinforcement centring and shuttering in superstructure.
5.51
-
6570.8
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Providing & laying Cold twisted deformed bars for RCC work complete in all respects to PWD/MORT&H specifications
4.8
-
6497
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Centring and shuttering for faces of walls, partitions, retaining walls and the like (vertical or battering including attached pilasters buttresses etc.
98.15
-
405
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Cement rendering on plaster 1mm thick
375.86
-
59
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Providing and making rumble strips 15-20mm high at centre, 250mm wide placed at 1m centre to centre over freshly laid bituminous layer by using close graded premix surfacing material type B at locations to control speed and marked with 100mm wide white strips of thermoplastic road marking paint. The close graded premix surfacing material type B shall conform to technical clause 512 and thermoplastic road marking paint shall conform to technical clause 803 to MORT&H specifications
143.5
-
101.04
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Supplying and fixing of 250 mm dia NP type 11 RCC pipe for boundary pillar complete in all respects to PWD/ MORT&H specifications
22
-
1300
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Village Board
Providing & fixing of Reinforced cement concrete M-15 grade village board of standard design fixing in position including painting and printing etc. complete as per PWD/MORT&H specifications.
5
-
5219.08
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Kilo Meter Stone( Ordinary on Vill. Roads)
Providing & fixing of Reinforced cement concrete M-15 grade ordinary kilometre stone of standard design for village roads as per IRC 8-1980 fixing in position including painting and printing etc.complete as per technical clause 804 of MORT&H specifications.
4
-
2622.76
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Cautionary sign board 600x600x600mm triangular as per IRC 67- 2012 with high intensity Microprismatic grade retro reflective Sheeting as per ASTM D 4956 09 and as per IRC 67 2012 fixed over 4mm thick aluminum Composite material (ACM) sheeting having aluminum skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminum alloy rivets @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a square hollow steel section post 60x60x3.2mm conforming to IS 4923 without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.75m for vertical post complete as per clause 801 of MORT&H specifications. Supplier shall provide a warranty as per clause 6.9 of IRC 67-2012 for retro reflective sheeting & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 .(Using high intensity Microprismatic grade retro reflective Sheeting Type IV as per ASTM D 4956 09 and as per IRC 67 2012 )
7
-
3763.19
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Hazard Marker sign board 300x900mm rectangular as per IRC 67- 2012 with high intensity microprismatic grade retro reflective Sheeting Type XI as per ASTM D 4956 09 and IRC 67 2012, fixed over 4mm thick Aluminium Composite Material (ACM) sheeting having skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy riverts @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm firmly fixed to ground including foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications
4
-
3777.05
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Place Identification Sign Board 900x600mm Rectangular as per IRC 67-2012 with high intensity microprismatic grade Retro Reflective sheeting type-XI as per ASTM D 4956-09 and as per IRC 67-2012 fixed over 4mm thick aluminium composite material (ACM) sheeting having aluminium skin thickness of 0.4 to 0.5 mm on both sided and fixing the same with suitable size aluminium alloy reiverts. @ 200 mm c/c to back support frame of 25x25x3mm angle iron supported on a mild steel angle iron post 65x65x6mm without cost of definition plate firmly fixed to ground in foundation concrete M-25 of size 0.45x0.45x0.60m for vertical post complete as per clause 801 of MORT&H specifications. A 10 years per-qualification warranty as per clause 6.9 of IRC 67-2012 for Type XI Retro reflective sheeting from the manufacture & a certified copy of test reports from an independent test laboratory conforming to clause 6.7 of IRC 67-2012 including 3 years outdoor weather exposure report for the retro reflective sheeting offered shall be submitted.
6
-
6569.91
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Providing and fixing of standard metal delineator as per IRC 79:2019 consisting of retro reflective area in white color using full cube corner micro prismatic non-metallic retro reflective sheeting on each side conforming with IRC 67 2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 type XI table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of which retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above the ground, width not less than 100 mm and shall extend not more than 300mm below the ground while being installed. The delineator shall have groves across the length to make the reflective sheets vandal proof. The delineator is meant for application on gaps in median, traffic island, dangerous bends, roundabouts, narrow bridges etc. or as desired by site engineer.
8
-
1175.25
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Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens or glass beeds capable of providing total internal reflection of the light entering the lesn face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D 4280. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 and fixed to the road surface using the adhesive. Two Cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be moulded in the RPM body. Ther marker shall support as load of 13635kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifiations.
1482
-
243.71
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Road marking with hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 0.25kg per sqm area as per IRC:35 1997 complete as per technical clause 803 of MORT&H specifications
184.35
-
616.67
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Provoding & erecting "W" type metal beam crash barrier single sided comprising of 3mm thick corrugated sheet metal beam rail 70cm above road or ground level fixed on channel vertical post 150x75x5mm spaced 2 mtr centre to centre 1.80 mtr high, 1.1 mtr below road or ground level, all steel parts and fitments to be galvanized by hot dip process, all fittings to conform to IS:1367 & IS:1364 metal beam rail to be fixed on the vertical post with a spacer of channel section 150x75x5mm, 330mm long fixed firmly into ground with vertical hydraulic self driving machine for vertical post complet as per approved drawings and technical clause IRC : 119-2015
360
-
2618.44
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Videography of Proposed/Execute site of work of Link Roads before & after completion of work two times (stilling & video Job Work)
1
-
1000
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(-) D/d Credit of old useful serviceable materials like Brick Bats & Bricks which obtained from Dismantling of existing brick edging:-
-
-
-
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(i) Brick Bats
74.95
-
472.5
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(ii) Bricks
21584
-
2.5
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Add extra cost of Cutlural Cess @ 1% on Total cost comes after D/d as items mentioned above on 1 to 43.2 i.e. Rs 27594587.99
27594587.99
-
0.01
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