Punjab Mandi Board Tender
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Costs
EMD
₹ 11,31,540Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_AGRI_134881_12Bid Award Id
ViewTender No
PMGSY-III BATCH-IIITender Authority
Punjab Mandi Board ViewPurchaser Address
-Website
http://http://www.mandiboard.nic.in/
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Documents
BOQ Items
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. MORD 2.6
360
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Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections as per Clause 302 MORD 3.5
1639.08
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Loosening, Levelling and Compacting original ground supporting embankement to facilitate placement of first layer of embankment scarified to a depth of 150 mm mixed with water at OMC and then compacted by rolling so as to achieve, minimum dry density as given in Tables 300.1 and 300.2 for embankment construction as per Technical Specifications Clause 301.4.1 MORD 3.2
2946.86
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Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5 MORD 3.3
1639.08
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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 all lead as per MoRD Specification clause 301.5 MORD 3.4
12118.42
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Providing & laying 1st Class brick on end edging with full brick width Comp. as per Technical specifications
12508.3
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Laying & Compaction of old Material received after scarification from raising portion including Laying , rolling and Consolidating the same as per Specification. (only 60% Material to be received after scrification & laying on Raising portion in full width.)
465.71
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Construction of granular sub-base (G.S.B) by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density complete as per Technical Specifications Clause 401. (Grading I) MORD 4.1
3191.56
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-
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 A)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 2 ( 63-45 mm ) as per Technical specification Clause 405. MORD 4.7 ii
3574.62
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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)/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density grading 3 ( 53 - 22.4 mm ) as per Technical specification Clause 405. MORD 4.7 iii
2667.02
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Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kg./sqm using mechanical means as per Technical Specification Clause 502 MORD 5.1 i
30835.8
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Providing and applying tack coat with Bitumen VG-10 at the rate of 0.275 Kg/Sqm on the prepared Bituminous surfaces cleaned with Hydraulic broom as per Technical Specification Clause 503. MORD 5.2 ii
30835.8
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Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504. MORD 5.3
1522.17
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Providing, laying and rolling of close- graded premix surfacing (Mix Seal Surface) material of 25mm thickness composed of 13.2mm to 0.9mm (Type - B) aggregates using penetration grade using bitumen VG-30 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 8 - 10 KN static rollar and finishing to required level and grades as per Technical Specification Clause 507. MORD 5.11
30835.8
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Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501. MORD 6.4
765.6
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Removing all type of Hume Pipes and stacking within a lead of 1000 Mtr. Including earth work and dismentling of masonary work as per technical specification Clause 202. MORD 2.13 A
120
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Excavation for Structures (Earth work in excavation of foundation of structures 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.) MORD 9.1
1179.17
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Providing and laying concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (CC 1:4:8) MORD 11.5
54.92
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Proding concrete for plain/reinforced concrete in open forndations complete as per drwaings and technical specifications Clause 802, 803,1202 & 1203 P.C.C grade M10 Nominal Mix 1:3:6 MORD 11.4
241.74
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204, P.C.C grade M15 Nominal Mix (1:2.5:5) MORD 12.5 ii
259.68
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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 (450 mm dia) MORD 9.3
126
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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 MORD 9.10
327.75
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Providing weep holes in stone masonry, plain/ reinforced concrete abutment, wing walls, return walls, retaining walls with 100mm ( one hundred millimeter) diameters, PVC pipe extending through the full width of the structures with a slope of 1 ( one) vertical : 20 ( twenty horizontal) (For Culvert) MORD 12.9
32
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-
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 MORD 9.15
81.66
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Providing and fixing in position 20 mm thick premoulded joint filler in expansion joint for fixed ends of simply supported spans not exceeding 10 m to cater for a horizontal movement upto 20 mm, covered with sealant complete as per drawing and technical specifications.. (CSR 22.15 (iii))
23.2
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Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204, R.C.C grade M20 (1:2:4) nominal mix
21.77
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Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and Technical Specification Clauses 802, 803, 1202 and 1203. Plain Cement concrete grade M20 Nominal mix 1:2:4. (Normal Mix)
61.26
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Plastering with Cement Mortar (1:4), 15 mm thick on brick work in sub structure as per technical specification Clause 613.3 & 1204 MORD 9.13
965.38
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Deep struck Pointing with cement mortar (1:3) on brick work in substructure as per Technical specification 613.3, & 1204 MORD 12.2
223.2
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Painting two coats including prime coat with epoxy paint of approved brand on concrete/steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701. ,MORD 10.7
184.83
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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 MORD 12.10
123.22
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Supplying, fitting and placing HYSD bar reinforcement (Fe 550) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 MORD 12.7
6.39
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Providing and laying reinforced cement concrete in superstructure as per drwaing and technical specification Clauses 800, 1205.4 and 1205.5 R.C.C M 25 1:1.5:3 MORD 13.1
44.9
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Providing and laying cement concrete wearing course M 30 grade complete as per drawing and technical specifications Clauses 800 and 1206.3 MORD 13.5
7.84
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-
Making bore and installation of pumping set for dewatering arrangements complete in all respects as per CSR 25.5 and AC Slip
120
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-
Running and maintenance of pumping set 8 H.P./ Generator set for dewatering arrangements complete in all respects CSR 25.4
3456
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-
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory signs as per IRC : 67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over Aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450mm x 600 mm, 600mm below ground level as per drawings and Technical Specification Clause 801 mord 10.2
-
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900 mm equilateral triangle
14
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600 mm equilateral triangle
14
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600 mm circular
5
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800 mm x 600 mm rectangular direction and identification sign board
4
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600 mm x450 mm rectangular
8
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900 mm side octegon
6
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1200x900 mm recttungular Direction and place identification sign board
2
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Harard Markers (900x300mm)
132
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Providing and fixing of typical PMGSY Logo & Informatory sign board as per MORD specifications and drawing with ACP Sheet 3mm & 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-15 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects. MORD 10.16
2
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Provision for Providing Rumble Strips painting with Thermoplastic paint. (With Main Roads)
9
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Supplying and fixing of Logo Board (Logo board at starting point & Intermediate distance) with Vertical Post MS Square Tube 80x80x4.80mm,Defination & Diamond Plate of ACP Sheet 3mm thick back side angle iron 25x25x3mm with Retro Reflective Tape type IV including cutting, lettering, Fixing comp. in all respects.
4
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Reinforced cement concrete M 15 grade 5th. kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
1
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-
Reinforced cement concrete M 15 grade ordinary kilometre stone (precast) of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
5
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Reinforced cement concrete M 15 grade 200 metre stone (precast) stone of standard design as per IRC : & fixing in position including painting and printing, etc. as per drawing and Technical Specification Clause 1703
25
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-
Boundary Piller of 250mm dia RCC NP Type II pipe including Painting and lettering etc.
63
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-
Providing and fixing of PMGSY Citizen Informatory board ( A & B) as per MORD specifications and drawing with ACP Sheet 4mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick duly embedded in cement concrete M-20 grade blocks of Size 450mm x 450mm x 600mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
4
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Providing and fixing of PMGSY Maintenance Information board as per MORD specifications and drawing with ACP Sheet 3mm thick fixed on MS angle 25mmx25mm x 3mm size on back on edges. Vertical Post MS square tubes 80x80x4.80mm thick with base plate 300x300x5mm duly embedded in cement concrete M-20 grade blocks of Size 600mm x 600mm x 750mm, below ground level. 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. Retro Reflective Sheet Type IV including cutting, printing, lettering & fixing comp. in all respects.
2
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-
Providing and laying hot applied thermoplastic compound 2.5mm thick including reflacto raising glass beads @ Rs. 250 gm. Per Sqm area thickness of 2.5mm inclusive of surface applied glass beads as per CSR. 24.57
1610.37
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Supplying and fixing of single mould twin shankreflective road studs made out of polycarbonate/ABS moulded body and reflective panels 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. as per clause 804.7.3 of MORT&H 5th revision specifications. as per CSR 24.63
1542
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-
Laying Brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and X-section shows on the drawing filling joints with sand and earth spreading 25 mm thick layer of Earth over brick Soling watering and rolling the same with three wheel road roller 80-100 kN as per technical specification Clauses 412 MORD 4.18
448.8
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-
Creadit of old material
-
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Bricks
23232
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Brick Bats
96.8
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Routine Maintenance for Five Year after completion of construction work as per periodicity of Routine Maintenance mentioned in the contract data.
-
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AMC for 1st Year
6.31
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AMC for 2ndYear
6.31
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AMC for 3rd Year
6.31
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AMC for 4th Year
6.31
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AMC for 5th Year
6.31
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-
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