Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date6 Dec 2023
Closing Date5 Jan 2024
Tender Amount₹ 3,17,58,527
Costs
EMD
₹ 6,35,000Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_SRRDA_129500_1Tender No
GJ 3203 P3 BR01 Bridge on Nalej Ratanpur Ch2/400Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
Providing flood gauge marks on substructure as per design including painting as per specifications and as may be directed etc. complete.
7.9
817
103.5
Providing masonry steps with cement pointing on approaches on both ends as directed.
54
7902
146.35
Providing and laying - Fitter Media 600mm thick directed at the back of abutments, returns and wing walls as per detailed specifications.
1179.06
927790
786.89
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (II) Sandy Material
1190.23
793812
666.94
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 all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitable material.(I) Ordinary soil with all lead lift.
1558.5
294774
189.14
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 all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitable material of (II) Ordinary rock (not requiring blasting)
444.61
102193
229.85
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 all lead and lift, dressing of sides and bottom and backfilling in trenches with excavated suitable material. (IV) Hard rock (blasting prohibited)
317.01
144489
455.79
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (II) PCC Grade M -15
138.47
464667
3355.73
Providing and fixing TMT (Fe-500D) steel dowel bars of minimum 32mm dia. for anchoring by drilling holes in foundation strata including necessary bending, hooking of dowel bars and grouting the holes complete as per detailed drawing and as directed.
129.6
58174
448.88
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 - RCC Grade M 30
414.15
1897788
4582.37
Supplying, fitting and placing TMT (Fe-500D) bar reinforcement for various R.C.C. component like Foundation, substructrue ( For Pier, Abutment, Pie cap & AButment Cap), Superstructure. RCC Road Work etc. complete as per drawings and technical specifications Clauses 1000, 1002, 1005, 1010 & 1202.
147.93
8356462
56489.3
Filling annular space around footing in rock as per technical specification Clause 1203.4.3 - P.C.C grade M 15
251.8
844348
3353.25
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 - RCC Grade M 30 with all lead and lift.
463.6
2321212
5006.93
Providing and laying reinforced cement concrete in for abutment cap and pier cap as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (For Abutment Cap & Pier Cap) ( RCC Grade - M-300)
65.56
367461
5604.97
Providing & fixing in position tar paper bearings as per detailed design and drawings and specifications etc. complete
1
10100
10100
Providing and fixing in position TMT Fe-500 (D) Steel dowel bars in pier caps or abutment caps for anchorage in fixed end as per detailed drawings including cutting, bending and welding complete.
24
6159
256.64
Providing and fixing in position TMT Fe-500 (D) Steel dowel bars in pier caps or abutments caps for anchorage in free end as per detailed drawing including cutting, bending and welding complete.
12
4479
373.3
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC/PVC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7.
1078
125824
116.72
Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (III) R.C.C. Grade M 30
364.39
2042395
5604.97
Providing and laying a buried expansion joint, covered with 12 mm thick, 200 mm wide galvanised weldable structrual steel plate as per IS:2062, placed symmetrical to centre line of the joint, resting freely over the top surface of the deck concrete, welding of 8 mm dia, 100 mm long galvanised nails spaced 300 mm c/c along the centre line of the plate, as per technical specifications Clauses 1207.2.3
33.6
69806
2077.57
Providing and laying cement concrete wearing course M 30 grade including reinforcement (Fe-500D) complete as per drawing and technical specifications Clauses 800 and 1206.3
27
242746
8990.62
Drainage spouts complete as per drawing and technical specifications Clause 1209
12
15857
1321.43
Providing and fixing marble slab including engraving letters, number painting etc. complete. ( 75 cm x 60 cm x 4 cm )
2
1796
898.24
Reinforced Cement Concrete M 30 grade approach slab including reinforcement and formwork complete as per drawing and technical specifications Clauses 800 and 1211
22.68
173954
7669.94
Reinforced Cement Concrete Crash Barrier (Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-40 grade concrete with TMT Fe-500 (D) Steel reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed along with Yellow & Black Patta with necessary primer coat and 3 coats oil paint as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified)
106.4
323574
3041.11
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto required depth, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, with all lead and lift including removal and disposal of top organic soil as per Technical Specification Clause 201. (II-A)By Mechanical Means In area of non-thorny jungle
0.26
6531
25121.49
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of cement concrete 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 as per Technical Specification Clause 202.
(a) Dismantling Existing CC Structure
150
94719
631.46
(b) Dismantling Existing Masonary Structure
700
180250
257.5
Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
1013.89
38953
38.42
Construction of embankment with approved material obtained from borrow pits with all lead and lift, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5
10205.39
1517847
148.73
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
1136.34
157837
138.9
Construction of granular sub-base 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 Specification Clause 401.
595.51
516259
866.92
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By Mechanical Means
593.81
663588
1117.51
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 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.
2572.21
178382
69.35
Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
2572.21
27111
10.54
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 with all lead and lift 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.
128.65
809638
6293.34
Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen 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 roller and finishing to required level and grades as per Technical Specification Clause 509
2572.21
420607
163.52
Providing and fixing of road stud 100 x 100 mm die cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.
58
27757
478.58
Road marking with Hot Applied Thermo Plastic Paint with Reflectorising Glass Bend on Bitumen surface. Providing and laying of hot appllied thermo plastic compound 2.5mm thick including reflectorising glass beads @ 250 gms. per Sqmt. area thickness of 2.5mm is exclusive of surface applied glass beads as per IRC-35-2015. The Finished surface to be level, uniform and free from streaks and holes. Zebra patta /bump patta/lane/center line/edge line/ cut patta. the white color line should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and asphalt road shall be min 100 mcd/m2/lux during the service life suring day time the marking should meet the perfomance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in the section of IRC 15:2015. warranty for retroreflectivity shall be two years
174.58
52192
298.96
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701
11.85
40170
3389.91
Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded 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 welded 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. will be painted with ready mixed synthetic enamel paint of superior quality 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
20019
10009.94
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (Iv) R.C.C grade M 20
625.5
2537053
4056.04
Providing and laying rubble pitching of 30.0 cm. thick with filling the sand in the interstices & C.C. 1:3:6 panelling at 3.0 mt. C/C and 30 cms. x 30 cms. panel wall as per the detailed drawing with necessary excavation and providing water chuts of C.C. 1:3:6 at 24.00 mt. C/C providing pointing on rubble pitching in CM 1 : 3 etc. complete.
3405
1578523
463.59
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810 including necessary excavation of Post, providing Levelling course M-10 (Size 0.65x0.65x0.10 m) & foundation concrete in M-200 (Size 0.5x0.5x0.15 + 0.3x0.3x0.70) as per requirement and instruction from engineer in charge.
200
624988
3124.94
Construction of temporary diversion with 7.50 m wide formation width & 5.50m wide paved with necessary traffic safety devices as per IRC SP:55 having specified road crust of 200mm thick GSB, 200mm thick WMM, prime coat , Tack coat & 20mm thick MSS including surface necessary pavement markings including both side continuous edge marking / center marking with thermoplastic paint and road studs at every 18m intervals on both edges with necessary portable barricades with retro reflective paint in alternative yellow and white strips, construction zone signs covering advance warning zone, approach transition zone, work zone and terminal transition zone, necessary regulatory , warning and information signs , required red lanterns or warning lights with all signages having retro reflective sheet of high intensive grade and providing necessary 900mm dia 14 rows double row NP3 Pipes and maintaining the same through out construction period till completion of project and including final dismantling and disposal of the same.
120
1352061
11267.18
Providing Designing Supplying and Installation of Extruded Bi-Axial As per Govt. GR No Polypropylene 40 kn GeoGrid Including all Labours & etc. Complete.
10000
1292800
129.28
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