Pradhan Mantri Gram Sadak Yojana Tender
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Pradhan Mantri Gram Sadak Yojana - PMGSY Tender
Civil And Construction
Bridge Construction
Eprocure
Opening Date30 Jul 2024
Closing Date5 Aug 2024
Tender Amount₹ 2,74,60,361.91
Costs
EMD
₹ 5,70,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_CEMAH_135734_3Bid Award Id
ViewTender No
NIT-123/SEAMR/22024-25/BridgeTender Authority
Pradhan Mantri Gram Sadak Yojana ViewPurchaser Address
-Website
http://http://omms.nic.in/
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Documents
BOQ Items
Excavation for Structures 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.( Rate as per S.O.R. It No. 11.1 I ii ) Page No…... Ordinary soil - 3 m to 6m depth
651.56
415988
638.45
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - B2) For Raft Foundation (with Cut off in B.C.Soil) - ii For Medium Dewatering
901
181101
201
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - i) )Apron with curtain walls in all type of starta - For Normal Dewatering
761
152961
201
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - i) For Return (Normal Dewatering)
359
72159
201
Sand Filling - Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (RATE AS PER S.O.R. Item no. 11.2. I Page no ….)
288.51
753559
2611.9
Rubble Filling - Providing Rubble Filling of Trap / Granite / Quartzite gneiss stonesfor foundation including filling voids with sand/ grit and compaction etc complete. (RATE AS PER PWD SSR 2022-23 Item no. 11.01 Page no ….)
82.12
170021
2070.4
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (RATE AS PER S.O.R. Item no. 11.4 II (i) Page no….) - P.C.C grade M 15 - Nominal Mix 1:2.5:5
148.51
843477
5679.6
Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7 (Rate as per SOR. It No. 12.14 Page No.---------)
20
16512
825.6
R.C.C M25 Cutoff Wall - Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (RATE AS PER SOR (11.4 iv) Page No.---------)
86.05
579731
6737.15
R.C.C M30 FOR RAFT Providing and laying in situ / ready mix M-30 controlled reinforced cement concrete of trap metal for raft slab including "V" haunches, formwork, scaffolding, compaction by vibrating, finishing curing etc. complete. concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) etc. complete. (excluding reinforcement). a) RCC Grade with reversible drum type mixer/ concrete batch mix plant (pan mixer) . (RATE AS PER PWD SOR-17.34 Page no…)
170.13
1243029
7306.35
For Substructure [ R.C.C grade M 30 ] For Pier - Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
[RATE AS PER PWD S.O.R Item no.17.49 Page No.-----] - [ R.C.C grade M 30 ] For Pier & RETURN
266.85
2512099
9413.9
M30 ABUTMENT CAP & PIER CAP & SLAB- Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RATE AS PER S.O.R Item no 13.1) II Page no …. ) - M30
133.07
1173637
8819.7
H.Y.S.D.STEEL [For Founation ] Supplying, fitting and placing HYSD bar reinforcement SAIL /TATA /JINDAL /RINL /ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (RATE AS PER SOR Item no 11.7 Page no …. )
4.08
255228
62555.9
H.Y.S.D.STEEL- ( Sub Structure ) Supplying, fitting and placing HYSD bar reinforcement (Fe 415) SAIL /TATA /JINDAL /RINL /ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (RATE AS PER S.O.R Item no 12.7 Page no….)
25.88
1626262
62838.6
H.Y.S.D.STEEL ( Super Structure ) Supplying, fitting, and placing HYSD bar reinforcement SAIL /TATA /JINDAL /RINL /ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 RATE (AS PER S.O.R Item no 13.2 Page no …. )
8.48
549007
64741.45
Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 ( Rate as per SOR. It No. 12.10 I Page No.---------)
271.4
443779
1635.15
Providing and laying Filter Media with Granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 [Spec.No. :- Item no. 12.11 I Page no ….. ] (Rubble filling behind abt.)
141.35
285208
2017.75
EXPANSION JOINT Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. (RATE AS PER P.W. SSR. 22-23 Item no 30.11)
263.09
464880
1767
CONCRETE BLOCK APRON- Providing and laying of apron with cement concrete blocks of size as per Table 1300.1 cast-in-situ and made with nominal mix of M-15 grade cement concrete as per drawing and technical specifications Clause 1301 (RATE AS PER S.O.R.14.3 Page No.---------)
239.35
1368340
5716.9
FLEXIBLE STONE MAT Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. (Rate as Per P.W. SSR. 22-23 Item No. 14.88)
99.41
179778
1808.45
WEEP HOLES Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia P.V.C. 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 (RATE AS PER S.O.R Item No.12.9 Page no ….)
272
49803
183.1
WEARING COAT Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (RATE AS PER S.O.R Item No. 13.5 Page no ….) - M30
16.92
206664
12214.2
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 (RATE AS PER S.O.R AS PER CSR Item No.13.8 Page no ….)
91.69
193974
2115.55
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (RATE AS PER S.O.R It No. 10.5 Pg No….)
218.92
31776
145.15
Gabin Stracture Providing and laying of boulder apron laid in wire crates 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 specifications Clause 1301 (RATE AS PER S.O.R It No. 14.2 Pg No….)
123.47
298007
2413.6
Pitching - Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (RATE AS PER S.O.R. It No. 14.5 (I) Pg No…..) Stone / Boulder
119.04
194898
1637.25
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.(RATE AS PER PWD S.S.R. Item No. 11.12 B) Page no….) - 1000mm dia
30
163950
5465
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (RATE AS PER S.O.R. Item No. 3.4 (ii) Page no ….) (NALLA TRAINING)
9000
547200
60.8
Construction of Embankment with Material Obtained from Roadway Cutting 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 [RATE AS PER S.O.R. Item No. 3.3 Page no ….]
232
16912
72.9
Construction of Embankment with Material Obtained from Borrow Pits 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 1000m as per Technical Specification Clause 301.5 [RATE AS PER S.O.R. Item No. 3.4 Page no ….] For Lead upto 250m
232
88357
380.85
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. Rate as Per P.W. SSR. 22-23 Item No. 2.23
900
81900
91
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. [RATE AS PER S.O.R. Item No. 4.1 A) ii) Page no ….] - For Grading II Material
103.16
206273
1999.55
PROVIDING WBM-GRADE-II - 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. (RATE AS PER S.O.R. Item No. 4.8 (2) (B) Page no ….) By Mechanical means
70.88
151169
2132.75
PROVIDING WBM-GRADE-III - 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. (RATE AS PER S.O.R. Item No. 4.8 (3) B) Page no….)
38.98
86233
2212.25
PROVIDING AND LAYING 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 0.70-1.0Kg/sqm using mechanical means as per Technical Specification clause 502 (RATE AS PER S.O.R. Item no. 5.1(i) PAGE….)
519.75
37370
71.9
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (RATE AS PER S.O.R. Item no. 5.2( i ) Pg No…..)
519.75
6340
12.2
PROVIDING 20MM OPEN GRADED CARPET - 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. (RATE AS PER S.O.R. Item No.5.9 Case II (II) Page no …)
519.75
73934
142.25
Seal Coat - 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 (RATE AS PER S.O.R. Item No. 5.12 (CASE-II)(ii ) Page no …) - Case - II :Type B (I) Bitumen (S-65) VG-30
519.75
31159
59.95
Construction of Shoulders as per Technical Specification Clause 407. (RATE AS PER S.O.R. Item No. 4.10 B Page No…..) - Providing Hard Shoulders
214.58
138449
645.2
Semi Reflective Traffic Signs - 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 colour in front and gray colour 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 colour 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 (RATE AS PER S.O.R. Item No. 10.3 i) Page no….) - 900 mm equilateral triangle
2
7413
3706.95
Semi Reflective Traffic Signs - 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 colour in front and gray colour 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 colour 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 (RATE AS PER S.O.R (2020-21). Item No. 10.2 (vi) Page no….) - 600 mm x 600 mm Square
2
9681
4840.95
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(RATE AS PER S.O.R. Item No. 10.16 Page no…...)
1
14907
14907.35
Citizen Information Board - Providing and fixing a typical PMGSY Citizen information board as per specification 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 painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (RATE AS PER S.O.R. (2020-21) Item No. 10.14 Page no….)
1
24106
24106.7
Boundary Pillar - Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (RATE AS PER S.O.R. Item No. 10.11 Page no….)
64
38668
604.2
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 (RATE AS PER S.O.R. Item No. 10.8 Page no….)
60
11994
199.9
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (Rate as Per P.W. SSR 22-23 Item No.6.15)
40
40240
1006
Painting Trees - Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. (Rate as Per P.W. SSR 22-23 Item No.6.07)
6
342
57
Fluorescent Tape - Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67) (Rate as Per P.W. SSR 22-23 Item No.6.11)
4
21188
5297
Thermoplastic Compound - Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (Rate as Per P.W. SSR 22-23 Item No- 6.12 a)
10
6660
666
Hazard Marker Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (Rate as Per P.W. SSR 22-23 Item No.6.15)
4
3288
822
Raised Pavement Marker/ Cat Eyes Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Rate as Per P.W. SSR 22-23 Item No.6.09)
58
21228
366
2)Construction of Bridge on SH-292 Ambadi Pankhalya Gabmbheri Road at ch 0/410 Tq: Dharni Dist :Amravati
-
-
0.01
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. ( Rate as per S.O.R. It No. 2.2 (II) A ) Page No.....
0.18
5353
29742.4
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. (Rate as per SOR. It No. 2.5 (II) A ) Page No. --------) By Mechanical Means (A) Plain Cement Concrete
141.55
109057
770.45
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. (Rate as per SOR. It No. 2.5 (II) B ) Page No. --------) By Mechanical Means (B) Reinforced Cement Concrete
24.3
32757
1348.05
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.(Rate as per SOR. It No. 2.13 B ) Page No..--------) B) Above 600 mm to 900 mm dia Hume pipe
15
7077
471.8
Excavation for Structures 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.( Rate as per S.O.R. It No. 11.1 I i ) Page No…... Ordinary soil - Upto 3 m depth
428.89
230592
537.65
Excavation for Structures 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. [Rate as per S.O.R. It No. 11.1 II Page No…..] Ordinary rock (not requiring blasting) - Upto 3 m depth
298.22
200418
672.05
Excavation for Structures 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. [ Rate as per S.O.R. Item no. 11.1 III Page no ….] Hard rock (Required Blasting) - Upto 3 m depth
73.28
70502
962.1
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - i) For Abutment (Normal Dewatering )
330
66330
201
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - i) For Pier Adjoining to Abutment
149
29949
201
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - i) For Pier Central (Heavy)
149
29949
201
Dewatering on BHP basis by using water pump including diversion of stream, providing cofferdams, earthern bunds etc. as may be necessary for foundation and other parts of the the works and pumping out water during and after excavation as may be required by using 5.0 to 9.0 BHP pump etc. complete. (prior approval of Superintending Engineer will be necessary) [ Rate as per S.O.R. Item no. 12.23) Page no …. ] - i) For Return (Normal Dewatering)
160
32160
201
Sand Filling - Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 (RATE AS PER S.O.R. Item no. 11.2. I Page no ….)
116.34
272479
2342.1
Providing Concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 (RATE AS PER S.O.R. Item no. 11.4 II (i) Page no….) - P.C.C grade M 15 - Nominal Mix 1:2.5:5
23.92
136942
5725
Filling Annular Space around footing in rock as per technical specification Clause 1203.4.3. [RATE AS PER S.O.R. Item no. 11.3 Page no …. ] - P.C.C grade M 15
61.6
358194
5814.85
Providing and laying Filter Media with Granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing wall, return wall to the full height, compacted to firm condition complete as per drawing and technical specification Clause 1204.3.8 [Spec.No. :- Item no. 12.11 I Page no ….. ] (Rubble filling behind abt.)
127.01
259494
2043.1
(FOUNDATION) Providing and laying plain in Situ / Ready mix M-25 cement concrete of trap/ granite/quartzite/gneiss/crushed stone metal mechanically mixed, placed in foundation and compacted by vibration including necessary bailing out water, curing curing concrete batch mix plant / pan mixer with fine agreegates of required specifications ( VSI sand finely washed etc ) (excluding dewatering by pump) for 14 days RCC Grade.With Concrete Mixer [RATE AS PER PWD S.O.R Item no.17.29 Page No.-----] - P.C.C grade M 25 Abutment Bed Block
30.78
270566
8790.35
Providing and laying Cast in Situ / Ready Mix cement concrete M-30 of trap / granite/quartzite/ gneiss metal for R.C.C. work in foundations like raft, strip foundations, grillage and footings of R.C.C. columns and steel stanchions etc. columns as per detailed designs and drawing or as directed including Steel centering formwork, cover blocks laying/pumping, compaction finishing the formed surfaces with cement mortar 1:3 of sufficient minimum thickness to give a smooth and even surface or roughening if special finish is to be provided and curing etc. complete. (Excluding reinforcement and structural steel). with fully automatic micro processor based PLC with SCADA enabled reversible Drum Type mixer/ concrete Batch mix plant (Pan mixer) etc. complete. With fine aggregate (Crushed sand VSI Grade) [RATE AS PER PWD S.O.R Item no.25.15 Page No.-----] - R.C.C grade M 30 Pier Bed Block
22.28
187412
8411.7
For Substructure [ P.C.C grade M 25 ] For Abutment , Solid Return - Providing and laying in Situ / Ready mix M-25 plain cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu piers, abutment, returns, wings etc. including provision of "V" shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete, including plywood/steel form work centering ( excluding dewatering by means of pump) and including bailling out water and curing finishing in CM 1:3 etc. complete. as directed by engineer in charge basic rate shall be increased for height above 5.00 m in followinh manners (a) Height upto 5 M. (With Concrete Mixer)With fine agreegates of required specifications ( VSI sand finely washed etc ) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise. [RATE AS PER PWD S.O.R Item no.17.40 Page No.-----] - [ P.C.C grade M 25 ] For Abutment & PIER
186.03
1706490
9173.2
For Substructure [ R.C.C grade M 30 ] For Pier - Providing and laying in situ / ready mix M-30 cement concrete of trap /granite/quartzite/ gneiss metal for cast in citu R.C.C. solid piers,column etc . including provision of V shaped false joints to form suitable panels on the faces to approve design with compacting by vibrating and curing complete. Including plywood/steel formwork, centering ( excluding dewatering by means of pump) and including bailling out water and including CM 1:3 curing complete. a) Height upto 5 M. (With Concrete Mixer) i) Height up to 5 m, normal rate. ii) Height 5 to 7.50 m, add 5 percent extra over basic rate. iii) Height 7.50 to 10 m, 7.50 percent extra. iv) Over 10 m Height, add 10 percent extra for every 2.50m rise.
[RATE AS PER PWD S.O.R Item no.17.49 Page No.-----] - [ R.C.C grade M 30 ] For Pier
138.78
1314989
9475.35
For Cap - [ R.C.C grade M 25 ] For Abutment Cap - Providing and laying in situ / ready mix controlled M-25 cement concrete of of trap / granite / quartzite/ gniess metal for reinforced cement concrete caps over piers and abutments including necessary sacffolding plywood/steel formwork, compacting by vibrating, finishing in CM 1:3 and curing etc complete ( Excluding reinforcement) With reversible drum type mixer/ concrete batch mix plant (pan mixer) . with fine agreegates of required specifications ( VSI sand finely washed etc ) [RATE AS PER PWD S.O.R Item no.17.53 Page No.-----] - [ R.C.C grade M 25 ] For Abutment Cap
4.29
41919
9771.35
SLAB - Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 RATE AS PER S.O.R Item no 13.1) II Page no …. ) - M30
95.34
844841
8861.35
H.Y.S.D.STEEL [For Founation ] Supplying, fitting and placing HYSD bar reinforcement SAIL /TATA /JINDAL /RINL /ELECTRATERM or equivalent in foundation complete as per drawings and technical specifications Clauses 1000 and 1202 (RATE AS PER SOR Item no 11.7 Page no …. )
0.74
46300
62568
H.Y.S.D.STEEL- ( Sub Structure ) Supplying, fitting and placing HYSD bar reinforcement (Fe 415) SAIL /TATA /JINDAL /RINL /ELECTRATERM or equivalent in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202 (RATE AS PER S.O.R Item no 12.7 Page no….)
11.36
713983
62850.65
H.Y.S.D.STEEL ( Super Structure ) Supplying, fitting, and placing HYSD bar reinforcement SAIL /TATA /JINDAL /RINL /ELECTRATERM or equivalent in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202 RATE (AS PER S.O.R Item no 13.2 Page no …. )
6.75
437086
64753.55
EXPANSION JOINT Providing and fixing bituminous pad 25mm thick for expansion joints in retaining wall, compound wall etc. complete. (RATE AS PER P.W. SSR. 22-23 Item no 30.11)
20.83
36806
1767
TAR PAPER BEARING Providing tar paper bearing including laying in proper position etc. complete. Rate as Per P.W. SSR. 22-23 Item No. 13.02
15.75
1559
99
FLEXIBLE STONE MAT Providing and laying 0.90 meter thick metal mat consisting of rubble, oversize metal and normal size metal in specified thickness as per detailed drawing including supplying all materials, hand packing of rubble, spreading metal in layers and hard murum including watering and compaction with power roller etc. complete. (Rate as Per P.W. SSR. 22-23 Item No. 14.88)
99.54
221476
2225
WEEP HOLES Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia P.V.C. 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 (RATE AS PER S.O.R Item No.12.9 Page no ….)
220
40282
183.1
WEARING COAT Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 (RATE AS PER S.O.R Item No. 13.5 Page no ….) - M30
10.13
124155
12256.2
Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2 (RATE AS PER S.O.R AS PER CSR Item No.13.8 Page no ….)
70
148932
2127.6
Painting two coats including primer coat after filling the surface with synthetic enamel paint in all shades on new, plastered / concrete surfaces as per drawing and Technical Specification Clause 1701 (RATE AS PER S.O.R It No. 10.5 Pg No….)
614.1
89136
145.15
Gabin Stracture Providing and laying of boulder apron laid in wire crates 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 specifications Clause 1301 (RATE AS PER S.O.R It No. 14.2 Pg No….)
46.94
114484
2438.95
Pitching - Providing and laying pitching on slopes laid over prepared filter media as per drawing and technical specifications Clause 1302 (RATE AS PER S.O.R. It No. 14.5 (I) Pg No…..) Stone / Boulder
30.38
50511
1662.65
Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, including trimming bottom and side slopes in accordance with requirements of lines, grades and cross-sections. (RATE AS PER S.O.R. Item No. 3.4 (ii) Page no ….)
1000
60800
60.8
Construction of Embankment with Material Obtained from Roadway Cutting 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 [RATE AS PER S.O.R. Item No. 3.3 Page no ….]
233.72
17038
72.9
Construction of Embankment with Material Obtained from Borrow Pits 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 1000m as per Technical Specification Clause 301.5 [RATE AS PER S.O.R. Item No. 3.4 Page no ….] For Lead upto 250m
233.72
89012
380.85
Watering and compacting of embankment formed of materials obtained from the road cutting within a lead of 50 m, not less than 97 % of standard Proctor density after laying them in layers of 20 cm. to 30 cm. with vibratory roller. Rate as Per P.W. SSR. 22-23 Item No. 2.23
800
72800
91
Granular Sub-base with Well Graded Material (Table 400.1) (A) By Mix in Place Method 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. [RATE AS PER S.O.R. Item No. 4.1 A) ii) Page no ….] - For Grading II Material
66.56
134777
2024.9
PROVIDING WBM-GRADE-II - 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. (RATE AS PER S.O.R. Item No. 4.8 (2) (B) Page no ….) By Mechanical means
26.44
57512
2175.2
PROVIDING WBM-GRADE-III - 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. (RATE AS PER S.O.R. Item No. 4.8 (3) B) Page no….)
26.44
65203
2466.1
PROVIDING AND LAYING 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 0.70-1.0Kg/sqm using mechanical means as per Technical Specification clause 502 (RATE AS PER S.O.R. Item no. 5.1(i) PAGE….)
352.5
25327
71.85
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 dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. (RATE AS PER S.O.R. Item no. 5.2( i ) Pg No…..)
352.5
4300
12.2
PROVIDING 20MM OPEN GRADED CARPET - 20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder 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. (RATE AS PER S.O.R. Item No.5.9 Case II (II) Page no …)
352.5
50407
143
Seal Coat - 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 (RATE AS PER S.O.R. Item No. 5.12 (CASE-II)(ii ) Page no …) - Case - II :Type B (I) Bitumen (S-65) VG-30
352.5
21185
60.1
Construction of Shoulders as per Technical Specification Clause 407. (RATE AS PER S.O.R. Item No. 4.10 A Page No…..) - Providing Earthen Shoulders
110.25
73360
665.4
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.(RATE AS PER PWD S.S.R. Item No. 11.12 B) Page no….) - 1000mm dia
15
81975
5465
Semi Reflective Traffic Signs - 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 colour in front and gray colour 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 colour 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 (RATE AS PER S.O.R. Item No. 10.3 i) Page no….) - 900 mm equilateral triangle
1
3706
3706.95
Semi Reflective Traffic Signs - 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 colour in front and gray colour 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 colour 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 (RATE AS PER S.O.R (2020-21). Item No. 10.2 (vi) Page no….) - 600 mm x 600 mm Square
1
4840
4840.95
Providing and fixing Retro Reflective MMGSY / PMGSY LOGO informatory sign board with Logo as per section1700 of MORD specifications and latest PMGSY Signage Manual / Circuler and drawing. The board will be a composite unit consisting of Two Plates of ACP (Aluminum Composite Panel), material specifications as per clause 17001.3. The top most plate will be of 3mm ACP in diamond shape of 600x600mm size, riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. The Lower plate will be of 4mm ACP of 1100x300mm size riveted with MS angle iron frame of 25mmx25mmx5mm size on back on edges. Riveting of all the sheets over angle and flat iron frame will be done neatly to have plain surface on one side. The angle iron frame of Both the plates will be welded to a 75mm x75mmx 12swg Mild steel post at / Tube Centre and this post will be embeded in cement concrete M15 grade block of 450x450x600mm below ground level. The height of the bottom of the lower plate will be 1200mm from normal ground level. The spacing between the diamond shaped plate and Lower Plate is kept 150mm. MMGSY / PMGSY logo, letters and numerals on the ACP should be made up of Retro Reflective sheeting of Class-A / Class-B grade as per the latest MORD section 1700 specifications (Refer Circuler no. NRRDA-P013(11)/3/2019-Dir (Tech) dated 02.12.2019). Printing PMGSY Logo/MMGSY Logo/Project description on Class A or Class B type retro reflective sheeting using modern technology printing platform. The printer shall be approved by the retro reflective sheeting manufacturer and printed sign shall conform to retro reflective values as laid down in IRC 67-2012. The inks used for printing shall be eco friendly with VOC emissions complying to UL 2801 standards and specifications for the different kinds of platforms. The printed sign shall be laminated by UV protected laminate and shall carry a warranty of 5 years & 7 years for Class A and Class B sheeting respectively for traffic colors.”All the section of the frame and posts shall be painted with primer and two coats of epoxy paint. The design, painting and lettering shall be done as per the PMGSY signage manual Fig.1 (A) and Fig.1 (B) and as directed by Engineer in-charge. A warranty for 5 / 7 years for the Retro reflective sheeting for Class-A and Class-B respectively, from original manufacturer shall be submitted by contractor.(RATE AS PER S.O.R. Item No. 10.16 Page no…...)
1
14907
14907.35
Citizen Information Board - Providing and fixing a typical PMGSY Citizen information board as per specification 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 painting arrows border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and coloured as mentioned in detailed drawing. All sections of framed posts and steel tube shall be painted with primer and two coat of epoxy paint as per drawings. (Rate as per RD & WC Deptt. No. PMGSY-2007/CR/145/Yojana-9 dt. 4.4.2007) (RATE AS PER S.O.R. (2020-21) Item No. 10.14 Page no….)
1
24106
24106.7
Boundary Pillar - Reinforced cement concrete M15 grade boundary pillars/local stone of standard design as per IRC:25, fixed in position including finishing and lettering but excluding painting as per drawing and Technical Specification Clause 1704 (RATE AS PER S.O.R. Item No. 10.11 Page no….)
68
41085
604.2
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 (RATE AS PER S.O.R. Item No. 10.8 Page no….)
60
11994
199.9
Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (Rate as Per P.W. SSR 22-23 Item No.6.15)
4
3288
822
Painting Trees - Providing white and colour washing to road side trees in 2 coats in 2 bands of white and one red band at centre of 30 cm height each including preparing the surface, cost of material, conveying etc. complete. (Rate as Per P.W. SSR 22-23 Item No.6.07)
6
342
57
Fluorescent Tape - Providing and fixing reflective fluorescent tape on old road sign board by following the procedure recommanded by manufacturer.Tape shall be consist of white or coloured sheeting having smooth outer surface which has the property of retro-reflection over its entire surface.It shall be weather resistant and show colour fastness.It shall be new and unused and shall show no evidance of cracking,scaling,pitting,blisting,edge lifting and shall have negligible shrinkage or expansion including cleaning / scraping and painting of existing board etc. complete. (Guidance on the recommanded application of each class of tape may be taken from IRC-67) (Rate as Per P.W. SSR 22-23 Item No.6.11)
4
21188
5297
Thermoplastic Compound - Providing and Laying hot applied thermoplastic road marking strip on Bituminous Surface of specified shade/ colour of 2.5 mm thick including 1.5 Refractive index reflectorizing glass beads @ 250gm/sqm .Thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC 35:2015. Initial Dry reflectivity RL shall be 250 mcd/sqm/lux measured in the initial 7 days and sustained reflectivity RL of 100 mcd/sqm/ lux and Qd of 100 mcd/sqm/ lux measured at the end of 2 years by means of a Standard Reflectometer of Zehntner, Easylux, Delta make capable of measuring RL & QD both according to IRC 35:2015 clause 15.5. The finished surface to be level, uniform, and free from streaks and holes complete as per direction of Engineer-in-charge and in accordance with applicable specifications.(Refer MORTH Clause 803 for technical Specification and Performance for IRC 35:2015). (Rate as Per P.W. SSR 22-23 Item No- 6.12 a)
10
6660
666
Hazard Marker Road Delineators: Supplying and installation of delineators (Roadway Indicators, Hazard markers, Object markers) 80 to 100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80x100mm rectangular or 75mm dia. Circular reflectorised panels at the top, buried or pressed into the ground and confirming to I.R.C. 79 and the drawings (Rate as Per P.W. SSR 22-23 Item No.6.15)
40
40240
1006
Raised Pavement Marker/ Cat Eyes Supplying and Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty for satisfactory field performance including stipulated retro-reflectance of the reflecting panel, to the Engineer. (Rate as Per P.W. SSR 22-23 Item No.6.09)
40
14640
366
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