Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Meghalaya PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date11 Nov 2024
Closing Date9 Dec 2024
Tender Amount₹ 14,70,36,950
Costs
EMD
₹ 29,40,739Document Cost
₹ 15,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMEG_137140_1Bid Award Id
ViewTender No
MG07III0501Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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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. - RCC
90
1567
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Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202 of Specification of Rural Roads. -600mm - 900mm dia
435
299
-
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Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301.4.
14250
20
-
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Excavation in Hilly areas in soil by mechanical means
-
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Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1
47986.49
137
-
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Excavation in hilly area in ordinary rock not requiring blasting by mechanical means including cutting and trimming of slopes and disposal of cut material with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.
13710.43
221
-
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Excavation in hilly areas in hard rock requiring blasting, by mechanical means, lift upto 1.5 m and disposal of excavated rock upto a lead of 20 m as per Clause 1603.2.
6855.21
451
-
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Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Specification Clause 302.3.11
64446.55
88
-
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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
4105.58
222
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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.
7706
520
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GSB- 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.
6089.22
3796
-
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Cement Treated Sub-Base/Base: Providing, laying and spreading soil on a prepared sub-grade, pulverising, adding the designed quantity of cement to the spread soil, mixing in place with rotavator, grading with the motor grader and compacting with the road roller at OMC to achieve the desired unconfined compressive strength and to form a layer of sub-base/base as per Technical Specification Clause 404.
4431.78
4947
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Prime Coat- 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
44317.79
34
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Tack Coat- 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..
44317.79
13
-
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Mix Seal Surfacing ; 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
44317.79
304
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Hume Pipe- 1 x 1.00m Dia Pipe Culvert
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Earthwork in excavation for foundation of structures in ordinary rock upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
4128
363
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Plain Cement Concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109
178.89
8761
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Laying concrete cradle bedding with M15 Grade Cement Concrete as per Clause 1105 (i)
43.86
8415
-
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Laying GSB material below pipe
99.84
221
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Stone Masonry Work in cement mortar in foundation of Head walls complete as per drawing and technical specification Clasue 1109
1360.32
8356
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Providing and laying reinforced cement concrete pipe NP3 (1000mm dia.) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.
325
9058
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Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, retaing wall, breast wall etc.
280.8
3847
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Backfilling in foundation trenches as per drawing and technical specification Clause 1108
120.12
3730
-
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Pointing on SM Work
137.28
145
-
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Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces
124.8
164
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Retaining Wall
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-
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Excavation in soil hilly area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with all lifts and lead upto 1000 meters.
254.1
363
-
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Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work upto plith level :- 1:3:6 (1 cement : 3 Coarse sand : 6 Graded stone aggregate 40 mm nominal size)
42.78
8761
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NET RRM (1:6 CM)-Providing and laying Random Rubble Stone masonry in cement morter 1:6 with bond stones through stone of size 150 mm x 150 mm manufactured in 1:4:8 (1 cement : 4 clean coarse sand and clean hand stone aggregate or 40 mm and down) clean hard selected stone including centering, aligning and slopes/eaves etc. all complete as per Engineer-In-Charge.
145.1
10041
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NET RRM (DRY)-Providing and laying Hand packed wall with clean hard selected stone including centering, aligning and slopes curves etc. complete as per EngineeIn-Charge.
62.46
3715
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Providing and laying hand packed stone filling in building works with clean hard selected stones, all complete.
102.38
3161
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DRAINAGE WORKS
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Lined Drain: 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.
99
363
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Providing (M-15) for plain concrete complete as per drawing and technical specification
51.53
8415
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Plastering with cement mortar (1:4), 15 mm thick in drain as per technical specification Clauses
343.64
731
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Unlined Drin: Construction of unlined surface drain of average cross-sectional area 0.4 sqm in ordinary rock to specified lines, grades, levels and dimensions as per approved design and Technical Specification Clause 307. Excavated material to be used in embankment at site.
9020
85
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ROAD FURNITURE WORKS
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(i) Logo Board at starting point (As per fig. 107 of Road signage under PMGSY published by the NRRDA on Dec'06)
1
40024
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Citizen’s information Board
1
25108
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Construction of 5th Kilometre Stone (Precast) : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
2
6230
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Construction of Ordinary Kilometre Stone (Precast) : Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
13
3580
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Construction of 200 Metre Stone (Precast) :Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703
56
972
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ROAD SAFETY AND TRAFFIC SIGN WORKS
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-
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a) 600 mm Equilateral Triangle (Ref. Annexure 18.1)
106
3253
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b) 600 mm Circular (Ref. Annexure 18.1)
46
3717
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c) 900mm side octagon (Ref. Annexure 18.1)
12
4858
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d) 600 mm Square (Ref. Annexure 18.1)
4
3997
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Retro-reflectorised Traffic Signs:- 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
4
6322
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Painting lines, Dashes, Arrows, etc. on Road in Two Coats on New Work:- Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702
926.67
156
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Good and Service Tax (18%)
0.18
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Five Years Maintenance
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Maintenance for 1st Year
13.9
102269
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Maintenance for 2nd Year
13.9
120097
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Maintenance for 3rd Year
13.9
279369
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Maintenance for 4th Year
13.9
338763
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Maintenance for 5th Year
13.9
448856
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