Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date30 Jan 2019
Closing Date14 Feb 2019
Tender Amount₹ 4,31,50,898 This is an estimated amount, exact amount may vary.
Costs
EMD
₹ 10,00,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2019_CCUK_73174_2Bid Award Id
ViewTender No
URRDA_NPCC_30012019Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Construction of RR stone masonary in cement mortae 1:5 & including supply of all materials, labours, T&P, Royality etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
746
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Random Rubble Stone Masonary laid Dry, supply of all material labour, T&P and royalities etc. required for proper completion as per drawing and technical specification for rural road 2014
1586
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-
Providing & laying filter media as hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour,T&P etc. required for proper completion of the work as directed by engineer in charge
617
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Cement plum concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour,T&P etc. required for proper completion of the work.
232
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providing & laying of boulder apron laid in wire crates with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100*100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not les than 25 kg each ( crate size 3.00m*1.50m*1.25m) as directed by engineer-in-charge and MORD specification for rural road 2014
169
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Construction of parapet
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Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed ny engineer-in- charge and MORD specification for rural road 2014
43
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Providing and laying of concrete for plain concrete in open foundation for structures including supply of all materials, labour, T&P royality etc. required for proper completion of work as directed by engineer-in-charge and MORD specification for rural roads 2014.PCC grade M10
43
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Construction of RR stone masonary in cement mortae 1:5 & including supply of all materials, labours, T&P, Royality etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
136
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-
Pointing with cement mortar 1:3 including supply of all materials, labour, T&P royalty etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
301
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15mm thick plastering with cement mortar 1:4 including supply of all materials, labour, T&P royalty etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
260
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-
Providing and laying of concrete for plain concrete in open foundation for structures including supply of all materials, labour, T&P royality etc. required for proper completion of work as directed by engineer-in-charge and MORD specification for rural road 2014. PCC grade M 20
5
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White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specification clause 1916 of MORD specification for rural roads 2014
1006
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Providing and fixing of CC edge stones 12*12*60mm size precast in M15 cement concrete with 4 Nos 8mm dia HYSD vertical bars and 3 Nos 6mm dia MS bar stirrups as per approved drawing including two coat white washing on valley side of formation as directed by engineer-in-charge and MORD specification for rural road 2014
2644
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SIDE DRAIN
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Construction of hill side pucca Drain 0.60m width in RR 1:5 in wall and base and ccm-15 in top of drain as per standard Drowing, including supply of all material, labour, T&P etc. required for proper completion of the work.
-
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Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by engineer-in- charge and MORD specification for rural road 2014
543
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Construction of RR stone masonary in cement mortae 1:5 & including supply of all materials, labours, T&P, Royality etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
791
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-
Providing and laying of concrete for plain concrete in open foundation for structures including supply of all materials, labour, T&P royality etc. required for proper completion of work as directed by engineer-in-charge and MORD specification for rural road 2014. PCC grade M 15
85
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15mm thick plastering with cement mortar 1:4 including supply of all materials, labour, T&P royalty etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
930
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Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment,wing wall, return wall with 100mm 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 clause 614,709,1204.3.7
1613
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Construction of hill side Kutcha Trapezoidal drain as per drawing ( Top-0.50m, Bottom-0.30m, height- 0.40 to 0.60 m as per site) construction of unlined surface drains of average cross-sectional area 0.40sqm in soil & ordinary Rock construction of unlined surface to specified lines, grades, levels, and dimension. excavated material to be used in embankement with a lift upto 3m and lead of 50m (average lead 25m ) as per MORD specification for rural road 2014
6000
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CROSS DRAINAGE WORK ( CAUSEWAY )
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Excavation in foundation for structures in all types of soils and rocks including all lead, lift and disposal of surplus material as directed by engineer-in- charge and MORD specification for rural road 2014
1272
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-
Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302
25
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Providing and laying of concrete for plain concrete in open foundation for structures including supply of all materials, labour, T&P royality etc. required for proper completion of work as directed by engineer-in-charge and MORD specification for rural road 2014. PCC grade M 10
129
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-
Construction of RR stone masonary in cement mortae 1:5 & including supply of all materials, labours, T&P, Royality etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
587
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-
Construction of RR stone masonary laid dry including supply of all materials, labours, T&P, Royality etc required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014.
185
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-
Providing & laying filter media as hand packed stone filling in the back of retaining walls, abutments, wing walls etc. by locally available approved stone including supply of all material, labour,T&P etc. required for proper completion of the work as directed by engineer in charge
218
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-
Providing and laying of concrete for reinforced concrete for sub structure including supply of all materials, labour,T&P, shuttering, centering, royalty etc. required for proper completion of work as directed by engineer-in-charge and MORD specification for Rural Roads 2014. RCC grade M "5 for cros drainage structure such as culverts, bridges etc
71
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Supply and fixing and placing HYSD bar reinforcement (fe415) in substructure complete as per drawings and technical specification clauses 1002. 1005, 1010 & 1202..The reinforcement steel shall be as per clause no.2011.3.1 of MORD specification & IS 1786:2008 clause no.1:6
70
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-
C.C M25 for water way
7
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Providing weepholes in brick masonary/stone masonary, plain/reinforced concrete abutment,wing wall, return wall with 100mm 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 clause 614,709,1204.3.7
512
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sub- grade Preparation Work
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Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clause 1302. for kharanja on marshy portion
816
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Repairs of damages caused by rain/spillage of water preparation and surface treatmenof formation by removing mud and slurry, watering to the extent needed to maintain the desired moisture content, trimming to the required line, grade,profile and rolling with three wheel 80-100 Kn static roller, complete as per technical specification clauses 301.5.5.1 ( sub grade preparation)
39833
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-
Excavation in cutting in soil by manual mean with lead upto 50m . Excavation for road way in soil using manual means for carrying of cut earth to embankement site with a lift upto 1.5m and lead upto 50m as per technical specification clause 302.3 ( for making superelevation)
1701
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Construction of embankement with material obtained from roadway cu.m cutting construction of embankement with approved materials deposited at site from roadway cutting and excavated from drain and foundation of other structure graded and compacted to meet requirement of table 300.1 and 300.2 as per technical specifiaction clause 301.5
3621
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Random Rubble stone masonary in coolie walling including supply of all material, labour, T&P etc required for proper completion of the work as per PWD uttarakhand specification, H=(0.60+0.30)/2=0.45m (Taking 70% of road length)
1531
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PAVEMENT
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Construction of granular sub-base by providing well graded material table 400.1-A Grading I material (CBR not less than 20) spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator ay OMC and compacting with smooth wheel roller to acheive the desired density, complete as per clause 401 of MORd specification for rural road 2014 (for stage-II )only.
4101
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WBM Grading 2 …….manual means Providing laying spreading and compacting stone aggregate of specific size (63 to 45 mm) to water bound macadam including spreading in uniform thickness, hand packin, rolling with smooth wheel roller 80-100 KN 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.
1996
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WBM Grading 3 Providing, laying, spreading and compacting stone aggregate 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.
1901
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Prime Coat Low porosity 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.
25348
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Tack coat Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared granular surfaces treate with primer & cleaned with hydraulic broom as per technical specification clauses 503
25348
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20mm thick open-graded premix carpet using bituminous(bitumen emulsion) binder providing, laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm to 5.6mm 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 80-100Kn static roller capacity, finished to required level and grades to be followed bt seal coat of either type A or type B or type c as per technical specification clause 508
25348
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Seal Coat providing and laying seal coat sealing the voids in a bituminous surface laid to thespecified level, grade and cross fall using type B with bitumen emulsion S.S-2 or tailor made (MS) as per IS SP100 paira 6.50 & table 6.6 & technical specification clause 510
25348
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ROAD FURNITURE WORK
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Reinforced cement concrete M15 grade kilometer stone of standard design as per IRC:8 fixing in position including painting and orinting etc as per drawing, directed by engineer-in-charge and MORD specification for rural road 2014
8
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Same as above but 200m stone (precast)
32
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Providing and fixing Title information board with PMGSY logo of PMGSY project providing and fixing of typical PMGSY information sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25*5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25*25*5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75*75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450*450*600mm , 600mm below ground below level. The top most diamond plate will be welded to middle plate by 47*47mm of SWG stell plate tube. All M.S will be stove enamelded 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
1
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Providing and fixing Citizen information board with PMGSY logo at starting or prominent location (where maximum no. of citizens can view the detail of the road )project providing and fixing of typical PMGSY information sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25*5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25*25*5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75*75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450*450*600mm , 600mm below ground below level. The top most diamond plate will be welded to middle plate by 47*47mm of SWG stell plate tube. All M.S will be stove enamelded 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
1
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Providing and fixing project providing and fixing of typical PMGSY information sign board with logo as per MORD specification and drawing. Three MS plates of 1.6mm thick, top and middle plate duly welded with MS flat iron 25*5mm size on back on edges. The lower plate will be welded with MS angle iron frame of 25*25*5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos 75*75mm of 12 SWG sheet tubes posts duly embeded in cement concrete M-15 grade blocks of 450*450*600mm , 600mm below ground below level. The top most diamond plate will be welded to middle plate by 47*47mm of SWG stell plate tube. All M.S will be stove enamelded 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
1
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OTHER WORK
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Preparation of stage II road plan including making of existing proposed retaining wall/ Breast Wall & parapet wall and plan ofpainted surface including position of curves , extra widening and passing places preparation L-section of the road and marking of provision for L section correction (if required) existing and proposed CD work including theirlevel testing of CBR/km & LL, Pl & Pi preparation of stageII DPR with necessary design and drawing in 5 hard copies and 2 soft copies and contractor benifits @10%
8.1
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Emergency Maintenance Activities:
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Major Slip Clearnace in all Type of soil, rock and boulders including cost of all material, material machine T&P etc required for proper completion of work as per MORD specification of work 1611
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Ist year
486
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2nd year
437.4
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3rd year
393.66
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4th year
354.294
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5th year
318.897
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Deploying Hydraulic excavator of 0.90cum bucket for clearence of Major slip in all type of soil rock and boulders including its operator,pol and all other charges required for proper compeletion of work
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Ist year
16.2
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2nd year
14.58
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3rd year
13.122
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4th year
11.826
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5th year
10.611
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Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire (@ 32 Kg/ 10 Sqm) conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25kg each as per drawing and technical specification 1301
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Ist year
16.2
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2nd year
14.58
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3rd year
13.122
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4th year
11.826
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5th year
10.611
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Coolie Walling including supply of all material, labour, T&P,royalty etc. Required for proper completion of the work,as directed by Engineer-in-charge and as per PWD 8.90 specifications (for opening communication only)
-
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Ist year
24.3
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2nd year
21.87
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3rd year
19.683
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4th year
17.739
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5th year
15.957
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PBMC Activities
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Maintenance under PBMC for (1) Trimming of grass and weeds from shoulders/berms and disposing off the same to suitable location as per technical specification clause 1914
(2) Maintenance of road side drains including minor slip clearence , reshaping deepening and regarding as well as catch water drains as per technical specification clause 1907
(3) Maintenance of shoulders to the required level by filling/ cutting the soil and its compacting includind disposal of surplus material in approved muck disposal points as per specification clause 1903
(4) Maintenance of scuppers and culverts by way of clearing , erosion repaire , repairs of cracks,parapet walls and protection works as per drawing and technical specification clause 1908 (5) Maintenance of causeway by way of minor surface repairs , replacing guide posts, repair of flood gauges, removal of debris , providing boulders and protection works and painting as per technical specification clause 1909.
(6) Maintenance of road signs by way of cleaning and repainting of mandatory /requlatory / cautionary / informatory and place identifications sign board as per drawing and technical specification clause 1910
(7) Maintenance of 200 metre stones, km stones, 5th Km stone and edge stone by way of refiting of tilted stones repairing with cement mortar , cleaning , repairing and lettering on 200 meter km stone and 5th km stone as per drawing and technical specification clause 1912
(8) repairing of pot holes by removal of loose material, trimiming of side, cleaning of surface and providing tack coat bitumen imulsion and patch repair with 20 mm thick premix carpeting and type B seal coat using bitumen or catonic bitumen imulsion (in 3rd and 5th year)
(9) Two coat white washing on parapet walls of CD work,edge stones,tree truncks, and prominent rock patches on hill side including preparation of surface by cleaning scraping etc. as per technical specification clause191
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Ist year
8.1
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IInd year
8.1
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IIIrd year
8.1
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IVth year
8.1
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Vth year
8.1
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Evaluation Notes How It Works ?
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