Pradhan Mantri Gram Sadak Yojana Tender
View complete overview of Uttarakhand PMGSY Tender
Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Eprocure
Opening Date4 Dec 2018
Closing Date19 Dec 2018
Tender Amount₹ 6,98,26,421
Costs
EMD
₹ 17,36,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Description
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Contact
Tender Id
2018_CCUK_71269_9Bid Award Id
ViewTender No
WAPCOS_URRDA_19112018Tender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Cunstruction of cooling walling for retain of dabries from hill side cutting as per PWD SI. No 520
364.5
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PROTECTION WORK :
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Excavation for structures :- Excavation in foundation for cross drainage structures , retaining walls, breast wall and other similar structure in all types of soils and rocks as met at site with all leads , lift and disposal of surplus earth as directed by Engineer-in-charge also including supply of all materials, labour , T&P it is required for proper completion of work FOR R/W & B/W
2414.366
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Construction of R.R. Stone masonary in cement mortar 1:5 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 clause 700 & 1604 FOR RETAINING WALL ( Banded wall & 20 cm. top of dry wall) and brest wall ( bended Wall)
1905.96
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Random rubble stone masonry for structures laid dry by locally available approved stone ncluding supply of all materials, labour, T&P etc required for proper completion of work as per Drawing and MORD specification for , retaining walls, brest walls & other smimilar structures etc as per direction of Engineer-in-charge. FOR R/W and B/W
4110.86
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HP stone filling in back of walls including supply of all material, labour, T&P, royalty etc. required for proper completion as directed by Engineer-in-charge and MORD Specification for Rural Roads 2014. (For R/Wall, B Wall )
1998.39
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 % extra for laps and joints laid with stone boulders weighting not less than 25 Kg each per drawing and technical specification of MORD and as directed by Engineer-in-charge
844.5
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Providing edge stone on valley side of formation as per drawing and technical specification Clause 1608.2.6 as per MORD Spec. 1600 sr. no 8.9 (0.49 mtr @ 247.00?mtr=121.03)
4860
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Cunstruction of parapet in R.R stone masonary laid in 1:5 C/S mortar providing M10 grade concrete in foundation and M20 cement concrete in top, plaster in 1:4 C/S morter and flush pointing in 1:3 C/S morter as required and specified in detail drawing with white whasing complete as per the direction of Engineer-in-charge.
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Construction of R.R. stone masonary in cement mortar 1:5 including supply of all materials, labour, t&p royalty etc. reguired for proper completion of work as directed by Engineer -in-charge.
81.77
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15mm thick plastering with cement mortar 1:4 including supply of all materails, lobour ,T&P , royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD in the specification clause no. 613.4
496.12
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Pointing with cement mortar 1:3 including supply of all materails, lobour ,T&P , royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD in the specification clause no. 613.3
189.6
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Providing and laying 25mm thick P.C.C. coping layer 1:2:4 cement conctrete
284.4
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White washing of parapet walls of CD work and tree truncks white washing two coats on parapet walls and tree truncks including preparation of surface by cleaning scraping etc. as per techincal specifications clause 1915
970.12
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DRAINAGE WORK (SIDE DRAIN)
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Kuctha Drain Construction of unlined surface drain (Trapezoidel) of averge cross- sectional area 0.40sqm in soil to specified lines greds , levels and dimensions. Excavated materails to be used in embankment with a lift up to 3m and lead of 50m ( average lead 25m ) as per techinical specification clause 307
9580
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Construction of hill side Pucca KC Drain in accordance with the requirement of specification to line and drades dimensions and other perticulars as per drawing including all material, labour, T&P etc. Required for proper completion of he work as directed by engineer-in-charge
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Excavation of foundation as per item no. 5
612.5
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R.R. stone masonary 1:5 as per item no . 6
417.5
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Plaster in 1:4 cement sand mix as per intem no. 11.3
2062.5
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CROSS DRAINGE WORK
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SCUPPER
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Construction of 1 m span scupper of RR 1:5 abutment RCC slab as per attached drawing includin supply of all material, labour, T&P etc. required for proper completion of the work . C/O 1m span culvert with CC base.
521.7
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Excavation in foundation
3866.46
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Providing and laying plain cement concerte (M-10) in 1;3;6 ( 1 cement, 3 coarse sand, 6 40mm stone ballast & 20mm stone ballast) clause 800,1202,1203 for PCC grade M10
322.97
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R.R. stone masonary 1:5 (1 Cement, 5fine sand ) including supply of all materail labour and T&P etc. requre for proper comletion of work
1399.25
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Providing and laying reinfoced cement concrete in superstructure as per drawing and technical specification clauses 800, 1205.4 and 1205.5 (M25 grade)
177.12
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Supplying, fitting, and placing HYSD bar reinforcement in superstructure copmlete as per drawing and technical specifications Clacses 1002, 1010 and 1202 ( The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specification ( First Revision'2014) and IS 1786:2008 clause no. 1.6)
211.45
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Providing and laying of plain cement concerte in structure complete as per drawing and technical specification Clauses 802, 804, 805. 806, (M-20)
17.71
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Random Rubble stone masonry laid dry as per item No. 7
663.52
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Providing weepholes in brick masonary/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100mm 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 asd technical specification Clauses 614, 709, 1204.3.7
1320
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HP stone filling in back of walls for as per Item No. 8
524
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Construction of Culvert.
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Excavation for structures :- Excavation in foundation as per Item No.5.
305
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Providing and laying of concrete for plain/reinforced concerte in open foundation for structure including supply of all materail,labour , T&P and royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD specification clause 800,1202,1203 for PCC grade M10
250.98
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Providing and laying of concrete for plain/reinforced concerte for super structure including supply of all materail,labour , T&P and royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD specification clause 800,1202,1203 for RCC grade M25
168.58
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construction of C.R stone masonary laid in 1:4cement sand mortar including supply of all materail,labour , T&P and royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD specification clause 704.4.
221.82
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construction of C.R stone masonary laid in 1:5cement sand mortar including supply of all materail,labour , T&P and royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD specification clause 704.5.
233.51
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HP stone filling in back of walls for as per Item No. 8
293
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Supplying, cutting , and placing HYSD bar reinforcement (Fe415) in superstructure copmlete (IS 1786;2008 Clause no .1.6) steel shall not be from rerolling plants and shall confirn to relevent IS code including supply of all materials, labou, T&P,royalty etc. required for proper completion of work as directed by Engineer-in-charge as per MORD specification no 1000( culvert,bridge,causeway,scupper etc.)
115.18
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Providing and fixing in position Pipe railing consisting of IS rolled steel joist posts designing IS MB 100 (100x75) at 2.5m interval and three rows of 50mm dia steel pipes (light ) including fixing in position on bridge deck complete as per drawing and technical specifications clause 1208.2
58
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire 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 25 kg each as per drawing and technical specification Clause 1301
135
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Construction of Causeway
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Excavation for structure:- excavation in foundation for causeway as per item no5
109.55
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Providing and laying of concrete for plain/reinforced concerte in open foundation for structure including supply of all materail,labour , T&P and royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD specification clause 800,1202,1203 for PCC grade M10
25.87
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Providing and laying of concrete for plain/reinforced concerte for foundation including supply of all materail,labour , T&P and royalty etc. requried for proper completion of work as directed by engineer-in-charge and MORD specification clause 800 for RCC grade M25
10.35
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Construction of R.R. stone masonary 1:5 (1 Cement, 5fine sand ) including supply of all materail labour and T&P etc. requre for proper comletion of workk as directed by engineer-in-charge and MORD specification clause 700&1604
74.99
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire 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 25 kg each as per drawing and technical specification Clause 1301
45
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Supply fitting and placing MS bar reinforcement in sub structure complete as per drawing and technical specification clauses 1002,1005,1010 & 1202 and as per MORD specifications clause 1000 Sr no 12.8
4.08
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Kharnja:- Providing and laying pitching (Dry khanija) on slopes laid over prepared filter media or earth surface for Stone/Boulder as per drawing and techincal specification Clause 1302.
18.9
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PAVEMENT WORK
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Granular Sub-base/surface sourse with local materials ( table 400.13) by mix in place method normal construction of granular sub base by providing local material spreading in inform layers with motor grader on prpered surface , mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to a achive the disired denicity complete as per clause 401.4 as per technical specification clause 408 and SI. no 4.11 using gravel mix soil using (such as pertialy capping layer)
758.03
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ROAD FURNITURE
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Providing and fixing of km stone as per standard drawing made of precast RCC 1:2:4 Fixed with CC 1:3:6 including excavation of pit, painting and printing laters on km. stone with two coat of approved synthetic enamel paint of approved
12
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Same as above item no. but for hectometer stone
48
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Same as above item no. but for 5th Km. stone
2
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Providing and fixing of PMGSY logo board at end point and every 2Km. As per attached standard drawing duly painted and return as per MORD specification and direction by engineer-in-charge
6
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Providing and fixing of title information board with PMGSY logo at suitable place in the starting of the road as per attached standard drawing duty painted and writen as per MORD specification and direction by Engineer-in-charge
1
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Providing and fixing of citizen Information board with PMGSY logo at starting and prominent location (Where maximum no. of fitizens can view the detail of the road) as per attached standard drawing duly painted and return as per MORD specification and direction by engineer-in-charge
2
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Providing and fixing of Maintenance Information board with PMGSY logo at starting and prominent location (Where maximum no. of fitizens can view the detail of the road) as per attached standard drawing duly painted and return as per MORD specification and direction by engineer-in-charge
1
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Providing and fixing of reflective cautionar, mandatory and informatory sign. Borad as per IRC:67made of 1.5 mm thick MS sheet duly stove white colour in frond and gray colour on back with Red reflective border of 65mm width and required latters and figures with reflective tape engineering grade as per clause 1701.3.9 of MORD.
36
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Providing and fixing of semi reflective direction and place identification sign board more than 0.9sqm. As pere atteched drawing and direction by engineer-in-charge
4
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X Slope Stability, Soil Srosion & Top Soil
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SEEDING AND MULCHING:- Preparation of seed bed on previously laid top soil, furnishing and placing of seeds , frtilizer, mulching material,applying bituminous emulsion at the rate 0.231/sqm. And laying and fixing jute and netting, including watering for three month all as per clouse 310 and Sn. 8.11 MORD specification 1600 &300
3900
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Development of dumping place and slope protection :- Providing and laying of boulder apron laid in wire creats with 4mm dia GI wire conforming to IS:280 and IS:4826 in 100mm x 100mm mesh ( Woven diagonally ) Inculding 10% extra for laps and joint laid with stone boulders waiting not less then 25kn. each as per drawing and technical specification of MORD and as directed by engineer-in-chargeTo carry out treliminary survey for alignment including prepation
1546.88
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OTHER WORK
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To carry out treliminary survey for alignment including preparation of genral L-Section & bush cutting for survey prepartion of forest and nap land paper for prosal, detail survey and prepartion of detailed project report (DPR) and including making Trace cut along the approved alingment in 0.60 m. width including supply of all materail ,labour , T&P etc. requried proper completion of work as per PWD specification and direction of engineer -in-charge
12.15
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Construction of (200x200x300) mm size referance level pillars in RR mud mortar ston masanory and plaster in 1:4 on three sides and top on each page (40Nos./Km) including white washing and leter writing supply of all materail, labour,T&P etc. required for proper completion of work as per PWD specification and direction of engineer -in-charge
486
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Construction of ( 300x300x400)mm size back cutting pillars in RR mud mortar stone masonary and plaster in 1:4 on three side and top in front of each level pillar (40nos/km.) including white washing and latter writing supply of all materail, labour,T&P etc. required for proper completion of work as per PWD specification and direction of engineer -in-charge Construction of job pillars as per figure 1600.1 (d) and technical specification clause 1602.4
486
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Construction of job pillars as per figure 1600.1 (d) and technical specification clause 1602.4
2
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Demarcatin of Encrochment land :- Construction of ( 300x300x400)mm size back cutting pillars in RR mud mortar stone masonary and plaster in 1:4 on three side and top in front of each level pillar (40nos/km.) including white washing and latter writing supply of all materail, labour,T&P etc. required for proper completion of work as per drawing and direction by engineer -in-charge
144
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Emergency Maintenance
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Major Slip Clearance in all Type of Soil ,rock and boulders including cost of all material , machine,T&p etc required for proper compeletion of work as per mord specification of work 1611
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Ist Year
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Iind Year
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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
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Iind Year
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Providing and laying of boulder apron laid in wire crate with 4 mm dia GI wire 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 25 kg each as per drawing and techniacal specification 1301
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Ist Year
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Iind Year
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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 specifications 8.90 (For opening communication only)
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Ist Year
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Iind Year
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Routine Maintenance- Under PBMC
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Maintenance under PBMC for 1] Trimming of grass and weeds from the shoulders/berms and disposing off the same to suitable locations as per technical specifications Clause 1914. 2] Maintenance of road side Drains including minor slip clearence , reshaping ,deepening and ,regrading ,as well 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 including disposal of the surplus material in approved muck disposal points as per specification clause 1903 .
4] Maintenance of scuppers & Culverts by way of clearing, Cleaning, Erosion repair, repairs to cracks, parapet walls and Protection works as per drawing and technical specification Clasue 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 work 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 drawings and technical specification Clause 1910.
7] Maintenance of 200 metre km stone by way of refiting of tilted stones repairing with cement mortar, cleaning, repairing and lettering on 200 metre km stone and 5th km stone as per drawing and technical specification Clause 1912.
8} Repairing of pot holes by removal of loose material, trimming of sids, 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 sides including preparation of surface by cleaning scraping etc. as per technical specifications Clause 191.
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Ist Year
12.15
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Iind Year
12.15
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