Public Works Department Tender
If you want to inquire about any e-tender the Punjab government has posted, Bidassist gives a one-stop solution i.e. being a registered bidder you will find every eprocurement Punjab tender on BidAssist.There is no need to enter all the details on the website of etender.up.nic.in as BidAssist helps you find the specific Punjab etender you're looking for. Read further to learn how to search and bid for etender Punjab.
Public Works Department - PWD Tender
Civil And Construction
Road Construction
Eprocure
Opening Date7 Feb 2024
Closing Date22 Feb 2024
Tender AmountRefer Documents
Costs
EMD
₹ 4,14,000Document Cost
₹ 20,000Tender Fee
Refer Documents
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
2024_PWDBR_131889_1Bid Award Id
ViewTender No
Bid No 07 dated 02-02-2024 PB22001 C2Tender Authority
Public Works Department ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 mtr. Transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with lead upto 05 kms as per Technical Specification clause 301.5
5582.87
-
-
Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202
778.47
-
-
Loosing, Levelling and compacting original Ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150mm, complete as per Technical specification clause 301.4
447.04
-
-
Providing and laying brick on end edging after removal of existing brick edging complete as per specifications.
11193
-
-
Relaying of old material received after dismantling from raising portion including laying rolling and consolidation the same as per specification
467.08
-
-
Construction of granular sub base by providing well graded material, spreading in uniform layers on prepared surface, mixing by mix in place method at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical specification clause 401
-
-
-
Cerdit of Extra GSB (-20.05)
20.05
-
-
Water Bound Macadam Sub-base/base(WBM Grading -II)
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405.
3601.16
-
-
Water Bound Macadam Sub-base/base(WBM Grading -III)
-
-
-
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening type-B to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.
1605.41
-
-
Primer Coat over Granular Base(with emulsionSS-1 Bulk)
-
-
-
Providing and applying primer coat with bitumen emulsion (SS-1) Bulk on prepared surface of granular base including cleaning of road surface and spraying primer at the rate 0.85 kg/sqm using mechanical means as per Technical specification clause 502
21418.53
-
-
Tack Coat (with VG-10 bitumen @ 0.275 kg/ sqm)
-
-
-
Providing and applying tack coat with Bitumen VG-10 using tar boiler / pressure distributor at the rate of 0.275 kg. per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical specification clause 503 ( for BM)
21418.53
-
-
20mm Thick Open Graded Premix Carpet (with VG-30 Bitumen)
-
-
-
Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen (VG-30 @ 1.46 kg/sqm) to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type B as per Technical Specification Clause 508.
21418.53
-
-
Seal Coat Type ‘B’ ( with VG-10 bitumen)
-
-
-
Providing and laying seal coat using bitumen VG-10 for sealing the voids in bituminous surface laid to the specified level, grade and cross fall using Type ‘B’ as per technical specification clause 510.
21418.53
-
-
Structure Work (Hume Pipe Culverts, Slab Type Culverts, Side Drains, Retaining Walls & Toe Walls etc.)
-
-
-
Construction of 450 mm HPC culvert as per specification
-
-
-
Earth work in excavation for foundation of structures upto 3 m depth as per drawing and tech. specifications clause 1104 including setting out, const. of shouring and bracing, removal of stumps and other deleterious matter,dressing of sides and bottom and backfilling with approved material
76.76
-
-
Providing plain cement concrete 1:3:6 in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203
9.88
-
-
Providing and Laying Reinforced Cement Concrete Pipe NP3 in culvert as per design in Single Row on first class bedding of granular material inlcuding fixing collar with cement sand mortar 1:2 as per technical specifications clause 1101
36
-
-
Brick Masonry work in cement mortar 1:4 in foundations complete excluding pointing and plastering as per drawing and technical specification Clauses 600,1202 and 1203
18.16
-
-
Providing cement concrete 1:2:4 for Architectural Coping 395mm wide 50mm thick on top of Head walls complete as per drawings and technical specifications Clause 615 & 710
19.2
-
-
Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204
11.72
-
-
Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204
53.96
-
-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
28.6
-
-
Supplying of fine sand and backfilling as filter media along HMP, behind head walls, wing walls complete as per drawings and technical specifications clause 1204.3.8
15.6
-
-
0.70 mtr span slab culvert
-
-
-
Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.
151.1
-
-
Plain Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications.
26.65
-
-
Brick Masonry Work in Cement Mortar 1:4 in Foundation complete excluding Pointing and Plastering, as per Drawing and Technical Specifications.
79.95
-
-
Brick masonry work in 1:4 in sub-structure complete excluding pointing and plastering, as per drawing and Technical Specifications
15.6
-
-
Supplying, fitting, and placing HYSD bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202
1.25
-
-
Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification
19
-
-
First class brick on edge paving or flooring laid over and in cement sand mortar 1:4 in ordinary bonded courses.
3
-
-
Pointing with cement mortar (1:3) on brick work in substructure as per Technical Specifications
177.2
-
-
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701
30.1
-
-
Supplying of fine sand and Back filling as filter media along and behind abutments, wing walls complete as per technical specifications clause 1204.3.8
47.95
-
-
Provision for road signage boards as per NRIDA Guidelines (First Revision-2019) and IRC:67 & other road furniture
-
-
-
Retro-reflectorised (Class A/Class B)Traffic Signs 600x600x600mm triangular
-
-
-
Providing and fixing of retro-reflectorised (Class A/Class B) cautionary, mandatory and informatory sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over ACP Sheet 3.00 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801
26
-
-
Direction and Place Identification signs with size 800x600mm
-
-
-
Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) Sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 3.00 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
7
-
-
Direction and Place Identification signs with size 1200x900mm
-
-
-
Providing and erecting direction and place identification retro-reflectorised (Class A/Class B) sign as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over over ACP Sheet 4 mm thick with area exceeding 0.9 sqm supported on mild steel angle iron posts 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
2
-
-
Providing and fixing of typical PMGSY informatory sign board with Logo
-
-
-
Providing and fixing of typical PMGSY informatory sign board with Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. The ACP Plates of 3 mm thick, top and middle plate duly ribbted with MS flat iron 25mm x 5m size on back on edges. The lower ACP plate 4 mm will be ribbted with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be ribbted to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
4
-
-
Providing and fixing of Standard PMGSY Logo Sign Board Double Sided
-
-
-
Providing and fixing of typical PMGSY Logo as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape(Class A/Class B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
3
-
-
Providing and Fixing Citizen Informatory Board of PMGSY Project
-
-
-
Providing and fixing of typical PMGSY Citizen informatory sign board as per NRIDA Guidelines (First Revision-2019) and IRC:67-2012 and drawing. Two ACP Plates of 4 mm thick duly ribbted with MS angle iron frame of 25mm x 25mm x 3mm. The angle iron frame will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 600mm x 600mm x 750mm, 600mm below ground level. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. with Retro-reflectorised Tape (Class A/Class B) in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1
2
-
-
Road Furniture
-
-
-
5th Kilometre Stones
-
-
-
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard desing as per IRC:8 fixing in postion including painting and printing, etc as per drawing and Technical Specification Clause 1703.
1
-
-
Kilometre Stones
-
-
-
Reinforced cement concrete M-15 grade kilometre stone/local stone of standard desing as per IRC:8 fixing in postion including painting and printing, etc as per drawing and Technical Specification Clause 1703.
4
-
-
200m Stones
-
-
-
Reinfoced cement Providing and fixing 200m stones of standard design including painting and printing, etc as per drawing and Technical Specification Clause 1703.
23
-
-
Boundary Pillar
-
-
-
Reinforced cement concrete M-15 grade boundary pillars of standard design as per drawing and Technical Specification Clause 1704
50
-
-
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 approved 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 of MORT&H specifications
112.5
-
-
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.
12
-
-
Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflectivepanels with micro prismatic lens or Glass Beeds capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values shall be as given in the detailed specifications and the product shall conform to ASTM D4280. 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 20 mm diameter and not less than 30 mm length shall be molded in the RPM body. The marker shall support a load of 13635 Kg 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 specifications. CSR 24.63 Rs. 243.71 - GST 12% - 10% cp + 12.5% overhead charges
140
-
-
AMC for 1st Year (Fixed Rate =46336, bidder(s)/vendor(s) need not to quote for this)
5.6
-
-
AMC for 2ndYear (Fixed Rate =53210, bidder(s)/vendor(s) need not to quote for this)
5.6
-
-
AMC for 3rd Year (Fixed Rate =70350, bidder(s)/vendor(s) need not to quote for this)
5.6
-
-
AMC for 4th Year (Fixed Rate =80645, bidder(s)/vendor(s) need not to quote for this)
5.6
-
-
AMC for 5th Year (Fixed Rate =90941, bidder(s)/vendor(s) need not to quote for this)
5.6
-
-
Evaluation Notes How It Works ?
Potential Partner
Select Your Requirements