Pradhan Mantri Gram Sadak Yojana Tender
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Costs
EMD
₹ 12,00,000Document Cost
₹ 12,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2025_SRRDA_138220_1Tender No
GJ2002P3BR03Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://pmgsytenders.gov.in
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Documents
BOQ Items
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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.
50
64
3224
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Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5
4974
168
838218.48
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GSB Grading I Material :Construction of granular sub-base by providing well graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site upto lead of 1000 m spreading in uniform layers with motor grader on prepared surface and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 (B) Plant Mix Method
323
501
161955.43
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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
319
848
270652.36
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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(A) Low porosity
2100
96
201810
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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.
2100
14
29568
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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.
79
6724
531225.23
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Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type B as per Technical Specification Clause 510
2100
52
110208
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Construction of temporary Diversion with 7.50m wide formation width & 5.50m wide paved with necessary safety devise as per IRC SP : 55 Having specified road crust 200mm Thick GSB, 200mm Thick WMM, Primer Coat, Tack Coat & 20mm Thick Seal Coat Surface necessary pavement marking including both side continous on both edge marking/Center Marking with Thermoplastic paint and road stud at every 18m alternative on both edge with necessary portable barricades with retro-reflective paint in alternative yellow and white strips, construction zone sign covering advance warning zone, approach transtion zone, work zone, and terminal transition zone, necessary regulatory, warning and information sign, required red laterns or warning light with all singnals having retro reflective sheet of high intensive grade and providing necessary 1000mm dia 15 row NP-3 Pipe and maintaning the same through out construction period till completion of project and incluiding final dismantaling and disposal of the same.
400
14322
5729000
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Providing and laying 22.5 cms thick dry stone pitching including preparing the surface with 15 cms thick murrum beding and including watering and providing 30 cms x 30cms rubble masonary pannel in cement mortor 1 : 5 at 3.0 meter center to center vertically & Horizontally and filling the voids of rubble with quarry spalls and murrum including ramming and watering with flush pointing on dry stone pitching and uncoursed stone masonary with C.M. 1:3 (1 Cement:3 Sand) etc. complete.(Including Supplying and Spreading Murram)
3530
572
2021525.1
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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
8
3458
27667.12
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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
8690
17381.52
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Road Marking with hot thermoplastic paints with reflectorising glass beads on bitumin surface providing and laying a hot applied thermoplasic compound 2.5 mm thick including refectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is excluding of surface applied glass beds as per IRC:35-2015. The finished surface to be level, uniform and free from streaks and holes. Zebra patta/bump Patta lane/Centre line/ edge line/ Cut patta. The White color marking should provide liminance coefficient on cement road shall be min 130 mcd/m2/lux and Ashphalt road shall be min. 100 mcd/m2/lux during the service life during the day time. The marking should meet the performance criteria for night time reflectivity, wet reflectivity and skid resistance as mentioned in section-15 of IRC-2015 Warrenty For Reflectivity shall be Two Year.
184
299
55082.24
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Cat Eye / Road Stud/RPM: Supplying of MoIded Twin Shanks Raised Pavement Markers made of polycarbonate and ABS moulded body and reflective panels with MIcro prismatic lens (No Glass bead lens) capable of providing total internal reflection of the light entering the lens face and shall support a load of 13635 kgs. tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Ci,cular No RW/NH/33023/10-97- DO III Dt 11.06. 1997. The height, width and length shall not exceed 20 mm, 130 mm and 130 mm and with minimum reflective area of 13 Sqcm on each side and andd slope to the base shall be 35 +/-5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30 +/- 2 mm) from the body is ro be a ninimum value of 500 Kgf: Fixing will be by drilling holes on the road for the Shanks to go inside, Without nails and using epoxy resin based adhesive as per manufacrurer's recommendation and The color of the marker should be as per he IRC 35-201S and as directed by Engineer-In-charge.
154
306
47128.62
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Providing and fixing 'W' metal double beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail 70 cm above road/ground level fixed on ISMC channel vertical post 150mm x 75m x 5mm size erected at 1.5Mt. center to center,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 confirm to IS:1367 and IS 1364, metal beam rail to be fixed on the vertical post with a spacer of chsnnel section 150x75x5 mm,330mm long complete as per clause 810.
200
6266
1253208
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Excavation for foundaion in sand, gravel, clay soft soils and murrum etc. including shoring strutting dewatering as necessary and disposing of the excavated stuff as directed.(A) Depth upto 3.0M & lead upto 100 m.
567
183
104254.29
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Excavation in Large Boulders and soft to medium rock by wedging including Shoring and Strutting and dewatering as necessary and disposing of the Excavated stuff as directed.
1314
229
302022.9
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Excavation in Hard Rock By Dry-Wet blasting and chiselling including dewatering preparing foundation base by Proper benching and stepping and disposing of the Excavated stuff as directed.(A) Blasting Prohibited.
1842
518
954690.18
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Providing and casting Levelling Coarse in situ Ordinary cement concrete M-15 for R.C.C. Raft and cut-off walls including necessary shuttering laying, vibrating, ramming and curing complete.
237
3019
715730.52
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Providing and casting in-situ controlled cement concrete of M30 grade for RCC work for Raft and cut-off wall including dewatering, scaffolding / centring, shuttering, mixing, placing in position, consolidating with mechanical vibrators, curing, deshuttering carefully, making good the damages, fixing embedment, inserts, pockets, wherever necessary as per specification and drawing.
1347
4233
5703090.24
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Providing and placing in position FE 500D TMT bars reinforcement for the following items including cutting bending hooking and tying compleate as per detail drawings for RCC Raft.
94
59528
5595687.46
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Providing and casting in situ controlled cement concrete M30 for RCC return as per drawings including centering shuttering scaffolding where necessary laying vibrating curing and finishing complete (A) Hight from 0.0 to 5.0 m.(1) Piers (2) Abutment (3) RCC return.
676
4451
3008923.32
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Providing and Laying in position FE 500D TMT bar reinforcement including Cutting, bending, hooking and tying complete as per detailed drawing for the (A) Pier (B) Abutment (C ) RCC return wall.ton)
105.4
59626
6284636.26
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Providing and laying filter media 600 mm thick as directed at the back of abutments returns and wing walls as per detailed specifications.
259.7
1079
280379.91
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Providing and laying weep hole in abutment and returning by using A.C. pipes of 100 mm. diameter including laying in proper grade and joining etc. complete as per detailed specification.
390
120
47057.4
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Providing and applying of painting on concrete surface( p&L of 2 coat of water base cement paint to un plastered concrete surface after cleaning the surface of dirt,dust,oil,greese,efflorescence and appling paint @ 1 lit for 2 sq.mt .
4875.4
82
400465.36
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Carry out alignment survey work by total station including marking of centre line of the bridge and various other component structures, taking ground levels and details of existing structures within 40m from centre line, providing and fixing necessary reference pillars, establishing bench marks, establishing foundation layout on ground, including submission longitudinal section, cross section and report of survey work in three copies with soft copy in CD to Engineer-in-charge as directed.
1
25250
25250
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Provding flood guage makrs on substructure as per deisign including painting complete
20
106
2121
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Providing and fixing marble slab including engraving letters / numbers, painting complete.
2
1003
2006.46
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Providing and filling sand behind abutments and between returns in layers as directed.
157
552
86722.09
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Providing masonry steps with cement pointing on approaches on both ends as directed.
76
146
11122.6
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Providing and fixing HYSD/TMTdowel bars of minimum 32 mm 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.
582
448
261248.16
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Filling annular space around footing in rock as per technical specification Clause 1203.4.3. (I) P.C.C. grade M 15
1057
2897
3063175.43
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Providing and casting in situ controlled cement concrete M30 for RCC return as per drawings including centering shuttering scaffolding where necessary laying vibrating curing and finishing complete (A) Hight from 5.0 to 10.0 m.(1) Piers (2) Abutment (3) RCC return.(1) PierCap (2) AbutmentCap (3) Dirt Wall.
394
4590
1808637.3
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Providing and Fixing in Position Mild steel Dowel Bars in Pier Caps or Abutment Caps for anchorage in fixed end as per Detail drawing Cutting, bending and welding complete as Directed.
90
256
23097.6
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Providing and Fixing in Position Mild steel Dowel Bars in Pier Caps or Abutment Caps for anchorage in free end as per Detail drawing Cutting, bending and welding complete as Directed.
90
355
31974.3
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Providing and laying TAR paper below solid slab
290.7
60
17616.42
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Providing and casting in situ controlled cement concrete M30 for R.C.C. Solid Slab including centering,Scaffolding,Curing andand finishing complete.
1524.1
4778
7282805.16
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Providing and placing in position FE 500D TMT Bar reinforcement including cutting, bending, hooking and tying complete as per detailed drawing and specification (I) Solid Slab.
147.17
60340
8880315.8
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Providing and laying of a stripseal expansion joint catering to maximum horizontal movement up to 70 mm complete as per drawing and standard specifications to be installed by the manufacturer\ suppliers or their authorised reoresentative ensuring complience to the manufacture's instruction for installation.
134.4
2093
281429.57
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Providing and casting in situ controlled cement concrete M30 for approach slab including form work curing and finishing complete.
22.7
7555
171516.89
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Providing and casting in situ controlled cement concrete M30 for average 75 mm. thick wearing coat laid as directed including tamping vibrating finishing curing and filling in joints with bitumen complete.
106.4
9397
999944.01
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Providing Crash Barrier of controlled cement concrete M40 as per detailed with necessary reinforcement including shuttering laying vibrating and finishing to line and level complete. (i) cast in situ.
184
4843
891288.64
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Providing Pvc. 100 mm diameter water spouts including necessary iron gratings as per drawings.
90
1355
121965.3
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Supplying and laying of Extruded Biaxial Polypropylene Geogrid for base/sub-base reinforcement of having minimum tensile strength 30kN/m in the longitudinal and transverse direction and confirming to MORTH specifications, laid in layers below approach slab, above or in WMM layer of flexible pavement, etc. with all necessary tools to complete the work as per drawing.
1488
155
231443.52
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