Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Road Construction
Eprocure
Opening Date30 Sep 2024
Closing Date14 Oct 2024
Tender Amount₹ 10,91,79,085
Costs
EMD
₹ 5,83,000Document Cost
₹ 29,500Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_136479_2Bid Award Id
ViewTender No
EE/PMGSY/2024-25/PARBAHNITender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
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 [Item No.3.3 ] Excavated material used From Cutting Qty
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
13412.7
965848
72.01
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 [Item No.3.4 ] Quantity Req For E/W Widening
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
3267.95
1901816
581.96
Construction of sub grade 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.[Item No.3.14 ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61KM) Tq. Purna Dist. Parbhani.
12058.47
8196021
679.69
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.[ Item No. 4.1 A ( i ) ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
2455.99
5546288
2258.27
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.[ Item No. 4.8 , 2 , ( A ) ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
5784.75
14366079
2483.44
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.[ Item No. 4.8 , 3 , ( B ) ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
3476.67
9534211
2742.34
providing and applying prime 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 [ Item No. 5.1 i ] low Porosity 1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200(11.61 KM) Tq. Purna Dist. Parbhani.
42847.88
5776322
134.81
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.[ Item No. 5.2 ( i ) ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61KM) Tq. Purna Dist. Parbhani.
42847.88
748552
17.47
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 or emulsion 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 A or Type B or Type C as per Technical Specification Clause 508. [ Item No. 5.9, Case-II ( i ) ]By Mechanical Means 1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
42847.88
7041192
164.33
Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A, Type B and Type C as per Technical Specification Clause 510 [ Item No. 5.12, B Case II ( i ) ] By Mechanical Means
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
42847.88
3151033
73.54
Construction of Dry lean cement concrete Sub base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer incharge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
290.9
1118810
3846.03
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars)
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
438.6
3427338
7814.27
Reinforced cement concrete M15 grade kilometer 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 1703A - [Item No.10.10(i)] 5 th Kilometer Stone
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
3
15324
5108.09
Reinforced cement concrete M15 grade kilometer 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 1703A - B - [Item No.10.10(ii)] Ordinary Kilometer Stone
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
12
35686
2973.91
Reinforced cement concrete M15 grade kilometer 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 1703A-C -[Item No.10.10(iii)] 200 m Stone
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
61
50877
834.05
Reinforced cement concrete M15 grade kilometer 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 1703A - D - [Item No.10.11 ] Boundary Pillar
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200(11.61 KM) Tq. Purna Dist. Parbhani.
263
221022
840.39
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
A - [Item No.10.2, B ( ii ) ] 600mm Equilateral Triangle
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
18
69429
3857.19
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
B - [Item No.10.2, B ( iii ) ] 600mm Circular
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
10
44177
4417.74
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
A - [Item No.10.2, B ( ii ) ] 800X600mm Rectangular
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
14
75564
5397.44
Providing and fixing of typical MMGSY 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 [Item No.10.16 ] Logo of P.M.G.S.Y.
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
1
20465
20465.76
Providing and fixing of typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. [Item No.10.21 ] Citizen information board
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
2
37083
18541.96
Providing and laying reinforced cement concrete pipe NP2 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. 600 mm dia
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
275
603828
2195.74
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.[ Item No- 2.7 ( B ) ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
213.48
128273
600.87
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
127.5
74981
588.09
Earthwork in excavation for foundation of structures 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.
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
421.02
282192
670.26
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
107.98
121256
1122.95
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ Item No- 11.4,l ] P.C.C. grade M10 (i) Nominal mix1:3:6
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
83.15
541704
6514.79
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 [ Item No- 12.5,l ] P.C.C. grade M15(i)Nominal mix1:2.5:5
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
498.55
3361802
6743.16
Providing and laying reinforced cement concrete pipe NP3 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 [ Item No- 9.3 ( B ) ] 1000 mm dia
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
170
1283459
7549.76
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. [Item No.3.14 ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM)Tq. Purna Dist. Parbhani.
1106.06
751777
679.69
Providing and laying cement concrete wearing course M 30 grade Including reinforcement. complete as per drawing and technical specifications Clauses 800 and 1206.3
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
57.75
830075
14373.61
Providing and fixing Position of pipe railing consisting of IS rolled steel joist post designation ISMB 100 (100 x 50) at 2.5 m interval and three rows of 50 mm dia steel pipe including fixing in position on bridge deck complete as per drawing and technical specification clause 1208.2 1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
40
107997
2699.94
Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC 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
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T 03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 (11.61 KM) Tq. Purna Dist. Parbhani.
49
14862
303.31
Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201. [Item No.2.20 II ] By Mechanical Means.(B) In area of Thorny jungle. 2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
2.34
62082
26530.8
Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
13046.25
206130
15.8
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3
[Item No.3.5 (iii) ] Open Drain
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.i.
9555
706687
73.96
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 [Item No.3.3 ] Excavated material used From Cutting Qty
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
6688.5
481638
72.01
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 [Item No.3.4 ] Quantity Req For E/W Widening
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
3376.38
1964918
581.96
Lime Treated Soil for Sub-Base
Providing, laying and spreading soil on a prepared sub-grade, pulverising, mixing the spread soil in place with rotavator with 4 per cent slaked lime with minimum content of 70 per cent of CaO, grading with motor grader and compacting with the road roller at OMC to achieve atleast 98 per cent of the max dry density to form a layer of sub-base as per Technical Specification Clause 403.
306.6
203588
664.02
Construction of sub grade 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.[Item No.3.14 ]
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
6988.01
4749680
679.69
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.[ Item No. 4.1 A ( i ) ]
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
1580.96
3677708
2326.25
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405.[ Item No. 4.8 , 2 , ( A ) ]
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
2914.88
7474014
2564.09
Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.[ Item No. 4.8 , 3 , ( B ) ]
1)UPGRADATION AND MAINTENANCE OF ROAD FROM T03- SH- 249 TO Pangra- Wai- Hiwara Road KM 0/00 TO KM 12/200 Tq. Purna Dist. Parbhani.
1613.53
4554979
2822.99
providing and applying prime 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 [ Item No. 5.1 i ] low Porosity 2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
18381.75
2569033
139.76
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.[ Item No. 5.2 ( i ) ]
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
18381.75
319842
17.4
Providing, laying and rolling Micro seal surfacing (25 mmthick ) for preventive maintainance including supplying all materials, preparing the existing road surface, heating bitumen, aggregates, lime in hotmix plant, laying the mix seal surfacing by paver finisher and compaction by power roller etc complete. (Using60/70 bulk bitumen for mixing and tack coat over black topped surface by using 0.14 Cum per 10 Sqm. of crusher aggregate passing 100 % through 6.30 mm sieve and retained 100 % on 0.075 mm size sieve 0.2 Kg/Sqm lime and 11.00 kg/10Sqm bulk bitumen for fixing and 0.50 kg/Sqm for tack coat ) Spec: As directed by Engineer In Charge and IRC SP 78 - 2008 [ Item No. 5.9, Case-II ( i ) ]By Mechanical Means
18381.75
4280374
232.86
Construction of Dry lean cement concrete Sub base over a prepared subgrade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, , cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant/ Weigh batch mixer, transported to site with all leads and lifts, laid with a paver with electronic sensor /by suitable means as approved by Engineer incharge , compacting with vibratory roller, finishing, curing and including preparation of subgrade surface if required etc. complete.
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
140.22
552957
3943.5
Providing and laying White Topping/Short Paneled Concrete as per IRC-SP 76-2015 (Existing surface preparation to be done if necessary either by milling or leveling course with DLC to correct surface profile and to be paid separately) with un reinforced M-40 grade Pavement Quality Concrete using Ordinary Portland Cement 43/53 Grade OR Portiand Pozzolana Cement IS-1489 at 425kg/cum, coarse aggregate, fine aggregate(VSI) and Admixture confirming to IS 9130-1999 (R-2004) polymeric synthetic fiber as per ASTM (1116) such as polyester / polyethylene / polypropylene / Glass fiber at 1.20 kg/cum, mixed in batching and mixing plant or weigh batcher as per approved mix design to achieve minimum flexural strength or modulus of rupture of concrete 4.50 MPa at 28 days limiting maximum water cement ratio to 0.40, transported to site, laid with fixed form/ slip form paver finisher (preferably with slip form paver finisher), spread, vibrated, compacted and finished in a continuous operation to the lines and grades as per drawing, texture finishing of surface, spraying two layers of curing compound, curing with water sprayed on hessian cloth covered over concrete surface, groove cutting grid 1m x 1m or as directed by Engineer In charge to a depth of 1/3 to 1/4 of the Thickness and of width 3-5 mm as per design including cost of all material, side form work, labour and machineries etc. complete as per specifications. (Excluding Dowel Bars and Tie Bars)
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
189
1495878
7914.7
Reinforced cement concrete M15 grade kilometer 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 1703A - [Item No.10.10(i)] 5 th Kilometer Stone
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
2
10216
5108.09
Reinforced cement concrete M15 grade kilometer 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 1703A - B - [Item No.10.10(ii)] Ordinary Kilometer Stone
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
6
17843
2973.91
Reinforced cement concrete M15 grade kilometer 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 1703A-C -[Item No.10.10(iii)] 200 m Stone
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
29
24187
834.05
Reinforced cement concrete M15 grade kilometer 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 1703A - D - [Item No.10.11 ] Boundary Pillar
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
137
115133
840.39
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
A - [Item No.10.2, B ( ii ) ] 600mm Equilateral Triangle
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
18
69429
3857.19
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
B - [Item No.10.2, B ( iii ) ] 600mm Circular
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
10
44177
4417.74
Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white color in front and gray color on back with red reflective border of 65 mm width and required letters and figures with reflective tape engineering grade as per Clause 1701.3.9 of MORD for Rural Roads of required shade and color supported and welded on 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2
A - [Item No.10.2, B ( ii ) ] 800X600mm Rectangular
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
14
75564
5397.44
Providing and fixing of typical MMGSY 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 [Item No.10.16 ] Logo of P.M.G.S.Y.
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
2
40931
20465.76
Providing and fixing of typical MMGSY Citizen information board as per specifications provided on detailed drawing of NRRDA having frame size of 2500 x 1150 mm with 75 mm square or round steel tube for support fixed in a concrete block of 60 x 60 x 75 cm size. Information as provided in drawing of NRRDA shall be displayed on a CR/GI sheet of appropriate thickness and fixed at steel frame with 5 mm steel plate. All lettering and printing arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colored as mentioned in detailed drawing. All section of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. [Item No.10.21 ] Citizen information board
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
2
37083
18541.96
Providing and laying reinforced cement concrete pipe NP2 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. 600 mm dia
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
275
603828
2195.74
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202.[ Item No- 2.7 ( B ) ]
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
53.27
32008
600.87
Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202.
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
30
17642
588.09
Earthwork in excavation for foundation of structures 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.
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
148.05
99231
670.26
Filling in foundation trenches as per drawing and technical specification Clause 305.3.9
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
38.94
46842
1202.93
Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 [ Item No- 11.4,l ] P.C.C. grade M10 (i) Nominal mix1:3:6
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
29.22
193210
6612.26
Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 and 1204 [ Item No- 12.5,l ] P.C.C. grade M15(i)Nominal mix1:2.5:5
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
149.24
1019367
6830.39
Providing and laying reinforced cement concrete pipe NP3 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 [ Item No- 9.3 ( B ) ] 1000 mm dia
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
61.25
462422
7549.76
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. [Item No.3.14 ]
2)UPGRADATION AND MAINTENANCE OF ROAD FROM T 07- SH- 249 TO Ajdapur- S.H-249- Sategaon Road KM 02/070 TO KM 7/900 (4.970 KM)Tq. Purna Dist. Parbhani.
399.58
271590
679.69
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