UPGRADATION OF CHATTARGARH PATTI TO NEZADELAN ROAD UNDER PMGSY-III (BATCH-II) IN SIRSA DISTRICT AND UPGRADATION OF SUBAKHERA TO KAMAL BHADRA, KURANGAWALI ROAD UNDER PMGSY-III BATCH-II IN SIRSA DISTRICT.

Amount

Clearing and Grubbing road land including uprooting vegetation, grass, bushes, shrubs, saplings and trees girth up to 300mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, to all lead and lifts. Including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause no. 201 of MoRD specification Rural roads-2004.. (Package No. HR17-III-14) = 2.15 (Package No. HR17-III-20) = 3.06 Total = 5.21

Milling of distress bituminous layer upto 20mm depth in single pass with suitable milling machine (capable of milling @200-300 sqm area per Hr.) fitted with loading conveyor for loading the milled material directly on the trucks i/c hauling and stock piling the reclaimed material near the central recycling plant or reclaiming to bring to required as per specification to reuse with the approval of Engineer-in-Charge for safe disposal with all leads and lifts complete in all respects.(N.S) Note- The unutilized quantity of reclaimed bituminous mix material shall be recovery item item no:- (Package No. HR17-III-14) = 410.29 (Package No. HR17-III-20) = 4084.90 Total = 4495.19

Earth work in excavation of foundation of structures as per drawing and technical specification,clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, and disposal with any lead and lift dressing of side and bottom andbackfilling in trenches with excavated suitable material as per clause no. 305 of MoRD specification Rural roads-2004. (Package No. HR17-III-14) = 89.90 (Package No. HR17-III-20) = 118.75 Total = 208.65

Preparation of berms including filling of Earth work, excavation and cutting of earth in all kind of soils including dressing the bank, side slope to given levels and templates after breaking of clouds, including the cost of rolling and watering all allowances for labour hardness wetness irrespective of all lead and lift and including Compensation for earth taken from private land, fields etc. and compacted to meet requirement of table 300-2 of MoRT&H specification clause No. 30 and to entire satisfaction of the Engineer of the work confirming to PWD specification No. 6.2 and 6.3 and 3.2 and the other specification 1990 Ist edition. As per X-section. This item also includes E/W if required in sub f=grade for Widening and Shoulder. Earth used for sub grade, shoulder and berms should have minimum CBR 8%. Note:- No earth work will be allowed to be taken from PWD B&R/ROW except for surplus earth after approval from Engineer. (Package No. HR17-III-14) = 14.96 km. (Package No. HR17-III-20) = 6.06 km. Total = 21.02 km.

Preparation of sub-grade including trenching rough dressing of soil, final dressing of earth to given levels and chamber , watering, rolling with road roller and compacting the bed in all respect before laying paving material [confirming to clause 301 of MoRD specification for Rural Roads-2004] Note: - In widening portion sub grade will be prepared with the use of Baby roller (HSR 24.1) or width of excavation should be made sufficient wide to accommodate road roller. Extra width required for compaction of sub grade shall not be paid and its expenditure shall be in incidental to the work. (Package No. HR17-III-14) = 13136.40 (Package No. HR17-III-20) = 13671.40 Total = 26807.80

Providing and laying 150 mm thick granular sub base (G-I) consisting of filter layer confirming to Table 400.1 Grading - I of MoRD specifications, mixing in a mechanical mix plant at OMC, carriage of mix material to the site of work, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve desired density complete as per clause No. 401 of MoRD specifications-2004. Note: - 1.Only crushed metal material should be used. No local earth sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer (Package No. HR17-III-14) = 1970.46 (Package No. HR17-III-20) = 2050.71 Total = 4021.17

Providing & laying 150/225/300 mm thick (Compacted) stone metal (G-II) 53mm to 22.4mm gauge wearing coat to water bound macadam in layer of 75mm each layer using screening type ‘B’ compacting with three wheeled power rollers of 80-100 kN capacity or tandem or vibratory of 80-100 kN static weigth to achieve the desire density including lighting, guarding barricading and maintenance of diversion etc. as per clause no 405 of MoRD specification for Rural Roads-2004) as per drawing and design directed by the Engineer complete in all respects.(N.S.) Note: - 1.Only crushed stone metal material should be used. No local earth/ natural occurring sand shall be used. The material finer than 425 micron shall have zero Plasticity Index (PI). 2. Materials to be used and operations of manufacturing shall be approved by engineer.. (Package No. HR17-III-14) = 5619.83 (Package No. HR17-III-20) = 12859.11 Total = 18478.74

Providing and applying primer coat with bitumen emulsion (SS-I) on prepared surface of granular base including cleaning of road surface and spraying primer mix including silane at the rate of 0.70 kg/sqm using mechanical means as per Technical specification clause 502 of MoRD specification Rural roads-2004. Instructions issued from time to time by MoRD regarding bitumen emulsion will be followed strictly. Bituminous Macadam to be laid with in 24 Hrs. of laying primer coat & Tack coat does not required to be provided above the primer coat. However, if the BM is not laid with in 24 hours of layin prime coat then tack coat would have to be provided by the contractor but no payment at the same shall be made and it would be incidental to work.. (Package No. HR17-III-14) = 26623.00 (Package No. HR17-III-20) = 65079.00 Total = 91702.00

Providing and applying Tack coat of VG 10 ( 80/100 grade) bitumen using bitumen @ 0.25 kg per sqmall inclusive including clearing and blowing dust off the surface using a compressor and brooms ( conforming to clause 503 of MoRD specification-2004) for PC. Instructions issued from time to time by MoRD regarding bitumen VG-10 will be followed strictly. (Package No. HR17-III-14) = 26623.00 (Package No. HR17-III-20) = 65079.00 Total = 91702.00

Pdg& laying 50mm BM using the reclaimed material to the extent of 30% of the required quantity, hauling and stockpiling the reclaimed material near the central recycling plant after carrying out necessary checks and evaluation, adding fresh material including rejuvenators as required, mixing in Batch type hot mix plant, with appropriate arrangement for use of R.A.P., transporting and laying at site with hydraulic paver finisher with sensor control to the required grade and compacting to the required grade level and thickness with appropriate rollers all as specified in clause 519 (5th Revision) of 2013 using bitumen VG-30. (minimum Bitumen's 3.40% i/c bitumen of retrieved material as per job mix formula). Note: -1. The milled material to be used in BM shall be minimum 80% of the theoretical quantity. of material 2. If bitumen required more than 3.40% as per job mix formula no extra payment will be paid extra bitumen required will be considered as incidental to work. 3. Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. (Package No. HR17-III-14) = 1331.05 (Package No. HR17-III-20) = 3253.95 Total = 4585.10

Providing laying and rolling of open graded pre mix carpet (PC) of 20mm thickness composed of 13.2 to 5.6 aggregates using bitumen VG-10 @1.36 kg per sqm. (93% bitumen) and processed waste plastic @ 0.10 Kg/Sqm (Waste Plastic 7%) as per IRC SP -98 -2013 to required line , grade and level to serve as wearing course on previously prepared base , including mixing in a suitable plant, transported to site , laying with paver finisher and rolling with three wheeled 80-100 kn static roller capacity or with other approved equipment, finished to required level and grades as per MoRD specification clause 508. NOTE- Before carrying out bituminous work, coating & Stripping of bitumen aggregate mix is to be performed in accordance with IS-6241. If coating and stripping of bitumen aggregate mix is less than 95%, anti-stripping agent will be used by contractor. The anti-stripping agent should conform to the requirement as stipulated in IS 14982:2017. The cost so incurred will be considered as incidental to work and noting extra shall be payable. The type and brand of anti-stripping agent along with procedure shall be approved by SE-in-Charge in writing before start of work. A proper record of results be maintained and same shall be submitted along with bills by the contractor. (Package No. HR17-III-14) = 26629.00 (Package No. HR17-III-20) = 65085.00 Total = 91714.00

Providing and laying ‘B’ type seal coat with VG-10 grade bitumen @ 0.68 kg per sqm of road excluding cost of tack coat, with mixed material brought from Hot mix plant and laying with paver finisher and compacting with road roller to achieve specified/desirable value of compaction as per direction of Engineer including cost of lighting arrangement, sign board and night watch, complete in all respect as per clause 510 of MoRD specification for rural roads 2004. (Package No. HR17-III-14) = 26629.00 (Package No. HR17-III-20) = 65085.00 Total = 91714.00

Dismantling of existing CC pavement and disposal of waste material with all lead and lift as desired by Engineer in Charge (HSR 8.6 d) (Package No. HR17-III-14) = 333.06 (Package No. HR17-III-20) = 285.48 Total = 618.54

Dismantling of existing CC block pavement including transporting and stacking usable block along road side and dispose unusable blocks outside PWD land or deisred by Engineer (NS) (Package No. HR17-III-14) = (Package No. HR17-III-20) = 171.60 Total = 171.60

Relaying of existing C.C. Blocks over 25 mm thick sand under neath and filling joints with sand on existing base as per Technical specification Clause 1503 of MoRD specification for Rural roads 2004. (Package No. HR17-III-14) = Nil (Package No. HR17-III-20) = 137.28 Total = 137.28

Manufacturing, laying of table vibrator cement concrete blocks of size 0.450mm X0.300mm X 0.150mm of cement concrete(C.C) M-30 grade and spreading 25mm thick sand under neath and filling joints with sand on existing base as per Technical specification Clause 1503 of MoRD specification for Rural roads 2004. (Package No. HR17-III-14) = 1031.25 (Package No. HR17-III-20) = 2607.57 Total = 3638.82

Providing Reinforced cement concrete M-15 grade 5th km stone of standard design as per IRC-8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD specification clause for rural roads-2004. Drawing attached in the DNIT (Package No. HR17-III-14) = 1 (Package No. HR17-III-20) = 2 Total = 3

Providing kilometer stone made of concrete as per specified design conforming to MoRD specification No. 1703, all inclusive, including cost of concrete, fixing, painting writing etc. ( conforming to MoRD specifications for Rural Roads-2004). (Package No. HR17-III-14) = 6 (Package No. HR17-III-20) = 13 Total = 19

Providing and fixing 200 m stone made of concrete as per specified design conforming to MoRD specification no. 1703; all inclusive, including cost of concrete, fixing, painting, writing etc. ( conforming to MoRD specifications for Rural Roads-2004). (Package No. HR17-III-14) = 23 (Package No. HR17-III-20) = 60 Total = 83.00

Providing Reinforced cement concrete Boundary pillar of standard design as per IRC-8 fixing in position including painting and printing etc as per drawing and technical specification clause 1703 of MoRD specification clause for rural roads-2004. Drawing attached in the DNIT (Package No. HR17-III-14) = 60.00 (Package No. HR17-III-20) = 149.00 Total = 209.00

Providing and fixing of typical PMGSY informatory sign board with logo as per MoRD specification and drawing.Three MS plates of 1.6mm thick, top and middle plate duly welded with S flat iron 25mmX5mm size on back on edges,25mmX25mmX5mm. The angle iron frame of the lower most plate and flat iron frme of middle plate will be welded to 2 nos,.75mmX75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mmX450mmX600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmX47mm of 12 SWG steel plate tube . All MS will be stove enamelded on both sides. Lettering and printing arrows, border etc. will 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 1700.0 (Package No. HR17-III-14) = 2 (Package No. HR17-III-20) = 2 Total = 4

Providing and fixing of typical PMGSY Maintainence board with logo as per MoRD specifications and drawing. Three MS Plates of 1.6mm thick, top and middle plate duly welded with S flat iron 25mm x 5m size on back on edges 25mm x 25mmx 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All MS will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing clause 1701 and Annexure 1700.0. (Package No. HR17-III-14) = 1 (Package No. HR17-III-20) = 1 Total = 2

Pavement marker (Cat eyes)Molded shank raised pavement marker made 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 lad of 16000 Kg tested in accordance to ASTM D 4280 Type H. The height, width and length shall not exceed 50mm and 100mm and with minimum reflective area of 13 Sqcm on each side and the slope to the base shall 35+/-5 degree.The strength of detachment of the intrgratedcyclindrical shanks(of diameter not less than 19+/-2mm and height no less than 30+/-2mm) from the body is to be a minimum value of 500 kg .Fixing will be bt drilling without nails and using epoxy resin based adhesive as per manufacturer’s recommendation(of reputed make such as 3M etc.) (Package No. HR17-III-14) = 200.00 (Package No. HR17-III-20) = 600.00 Total = 800.00

Providing & erecting OVERHEAD SIGNS gantry supported by M. S. Pipe Structure complete as per drawings, Technical Specifications and as directed by Engineer-In-Charge including construction of R.C. C. foundation for providing of M. S Tubular structure for Cantilever signage at given site as per drawing enclosed. The C. C. mix to be in ratio of 1:1½:3 (RCC 1:1½:3) and that of lean to be ratio of 1:3:6 the work will be carried out as per the instructions of Engineer-In-Charge. Note: Foundation including reinforcement etc. as per Drawing. Cantilever Over head Sign gantry. frame/truss Size- 3.05 m x 1.525 m (Package No. HR17-III-14) = 2 (Package No. HR17-III-20) = 2 Total = 4

Providing and fixing sign boards on the gantry as provided in the item above, of size 3.05m x 1.525m made out of retro-reflective sheeting of high intensity micro prismatic grade confirming to IRC:67 – 2012 Type IV standard fixed on 4mm thick Aluminum Composite Panels (ACP sheet) as base board with pressure-sensitive adhesive numerals etc.) and borders of Retro Reflective Boards with pressure-sensitive adhesive having 0.5 mm thick Aluminum on both sides. The message (legends, letters, numerals etc.) and borders of Retro Reflective Boards shall be of cut letters made in transparent overlay film pasted over the base sheeting with pressure sensitive adhesive or as instructed by the manufacturers or as directed by the Engineer-in-Charge. Note:- 1.) Work will be carried out as per MoRTH specification for road and bridges works (5th revision). 2.) Retro-reflective sheeting of high intensity micro-prismatic grade confirming to IRC 67-2017 Type-IV Standard shall be of Avery Dennision/3M make only. 3.) Warranty and Durability as per clause 801.3.11 of MoRTH Specification 5th Revision will be applicable which is reproduced as under:- The contractor shall obtain from the manufacturer a ten year warranty for satisfactory field performance including stipulated retro-reflectance of the retro-reflective sheeting of micro-prismatic sheeting and a seven-year warranty for high intensity grade and submit the same to the Engineer. The warrenty shall be inclusive of the screen printed or cut out letters/legends and their bonding to the retro-reflective sheeting. The contractor/supplier shall also furnish the LOT numbers and certification that the signs and materials supplied against the assigned work meets all the stipulated requirements and carry the stipulated warranty and that the contractor / supplier is the authorized convertor of the particular sheeting. All signs shall be dated during fabrication with indelible markings to indicate the start of warranty. The warranty shall also cover the replacement obligation by the sheeting manufacturer as well as contractor for replacement/repair/restoration of the retro-reflective efficiency. A certificate in original shall be given by the sheeting manufacturer that its offered retro-reflective sheeting has been tested for various parameters such as co-efficient of retro-reflection, day/night time colour and luminance, shrinkage, flexibility, linear removal, adhesion, impact resistance, specular gloss and fungus resistance; the tests shall be carried out by a Government Laboratory in accordance with various ASTM procedures and the results must show that the sheeting has passes the requirements for all the above mentioned parameters. A copy of the test reports shall be attached with the certificate. (Package No. HR17-III-14) = 9.30 (Package No. HR17-III-20) = 9.30 Total = 18.60

Providing and fixing of shoulder mounted sign boards of various sizes using non-metallic micro prismatic retroreflective sheet conforming to IRC: 67 -2012 type lV HIP specification fixed on 3 mm thick Aluminium anel,having 0.5 mm thick Composite Aluminium on both sides supported on Mild Steel Pipe leg post 80mmNB,1.6mm thick duly painted in alternative color of black and white embeded M-20 Grade concrete foundation of size 450mm x 450mm x 600mm, complete as per drawings, Technical Specifications and as directed by Engineer-in-Charge. (i) 600 mmEQUILATERAL TRIANGLE (Package No. HR17-III-14) = 6 (Package No. HR17-III-20) = 6 Total = 12

(ii) 600 mm Circular (Package No. HR17-III-14) = 6 (Package No. HR17-III-20) = 6 Total = 12

(iii) 600 mm x 450 mm rectangular (Package No. HR17-III-14) = 14 (Package No. HR17-III-20) = 14 Total = 28

(iv) 900 mm EQUILATERAL TRAINGLE (Package No. HR17-III-14) = 8 (Package No. HR17-III-20) = 8 Total = 16

Providing & Marking center line / side line 2.5mm thick (minimum) with hot applied thermo-plastic road marking paint 10cms wide complete in all respect such as furnishing all labour, materials, tolls equipments including all incidental costs necessary for carrying out in work at site confirming to the technical specification as clause No. 1702 of MoRD specification . Each container of the thermoplastic material shall have the name trademark or other means of identification of manufacturer, batch number, date of manufacture color maximum application temperature and maximum heating temperature. The thermoplastic paint material shall be of Asian Paint-Apcomark/Berger-Sigmarc/Prismo. The glass beads shall be of Potters/Sovitec/Fleolite. The thermoplastic material shall be sampled and tested in accordance with appropriate ASTM/BS method. The contractor shall furnish to the Engineer-in-Charge a copy of certified test reports from the manufacturer of the thermoplastic material meet all requirement of the specifications. The reflectorzing glass beads shall meet the requirement of clause 803.4.2 and test methods mentioned in clause 803.4.2.4 shall be meticulously followed. The minimum thickness specified is exclusive of surface of glass beads .the method of thickness measurement shall be in accordance with appendix B and C of BS:3262 (part-3). Note:- Before start of work the contractor shall give brand , batch no. , manufacturing date of the material to be used and get approved the same from Engineer-In-Charge before use. (Package No. HR17-III-14) = 384.80 (Package No. HR17-III-20) = 944.16 Total = 1328.96

Design mix cement concrete of grade M-10 with minimum cement contents 220 Kg./cum in foundation and plinth. (HSR 10.63) (Package No. HR17-III-14) = 3.45 (Package No. HR17-III-20) = -- Total = 3.45

Providing & laying in position machine batached and machine mixed design mix M-15 grade cement concrete for reinforced cement concrete work, using cement content as er approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering,finishing and reinforcement, including admixtures in ommended proportions as per IS: 9103 to accelerate, retared setting of concrete, mprove workability without impairing strength and durability as per direction of Engineer-in charge in foundation and plinth. (Note: Cement Concrete considered in this item is @ 240 Kg/cum).(HSR 10.64) (Package No. HR17-III-14) = 54.65 (Package No. HR17-III-20) = 96.38 Total = 151.03

Providing & laying in position machine batched and machine mixed design mix M-20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS:9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in- charge in foundation and plinth. (Note: Cement Concrete considered in this item is @ 300 kg/Cum.) (HSR 10.65) (Package No. HR17-III-14) = 25.49 (Package No. HR17-III-20) = -- Total = 25.49

Providing & Laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge in foundation and plingth. (Note: Cement content considered in this item is @330 Kg/cum) (HSR 10.66) (Package No. HR17-III-14) = 4.58 (Package No. HR17-III-20) = -- Total = 4.58

Fe-500 E.Q.R. TMT Steel bars for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding and placing in position complete. (HSR 18.22) NOTE-Reinforcement shall be measured in length including hooks, if any, separately for different diameters as actually used in work, exckuding overlaps. from the length so measured, the weigth of reinforcement shall be calculated in tones on the basis of IS:1732. Wastage, overlaps, couplings,weleded joints,spacer bars, chairs, stays, hangers and annealed steel wire or other methods for binding and placing, shall not be measured and cost of these items shall be deemed to be included in the rates for reinforcement. (Package No. HR17-III-14) = 1.65 (Package No. HR17-III-20) = - Total = 1.65

Providing lowering, cutting jointing and testing RCC pipe class NP3 600mm dia as per IS-458-2003 which Spigot & socketted joints manufactured with ISI marked antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenching and jointing with 1 : 11/2 cement sand mortar and with end dowels filled with 1 : 11/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item no. 29.38, 29.44, 29.45 & 29.46 including cartage loading and unloading complete in all respects. (HSR 29.96) (Package No. HR17-III-14) = 48.75 (Package No. HR17-III-20) = 243.75 Total = 292.50

Providing lowering, cutting jointing and testing RCC pipe class NP3 1000mm dia as per IS-458-2003 which Spigot & socketted joints manufactured with ISI marked antiternmite as required at site, into trenches, for all depths and laying out the same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenching and jointing with 1 : 11/2 cement sand mortar and with end dowels filled with 1 : 11/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc. as fully described in HSR item no. 29.38, 29.44, 29.45 & 29.46 including cartage loading and unloading complete in all respects. (HSR 29.96) (Package No. HR17-III-14) = 9.75 (Package No. HR17-III-20) = -- Total = 9.75

Ist Class brick work laid in cement sand mortar 1:3 in foundation and plinth. (HSR11.5) (Package No. HR17-III-14) = 42.01 (Package No. HR17-III-20) = 210.05 Total = 252.06

12 mm thick Plastering with cement mortar (1:3) on brick work in sub-structure as per Technical Specifications (Package No. HR17-III-14) = 114.99 (Package No. HR17-III-20) = 574.93 Total = 689.92

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical speciification clause 1204.3.8. (Package No. HR17-III-14) = 7.34 (Package No. HR17-III-20) = -- Total = 7.34

Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing face. Complete as per drawing and Technical Specifications clause No. 614, 709, 1204.3.7 of MoRD specification 2004 (Package No. HR17-III-14) = 8 (Package No. HR17-III-20) = -- Total = 8

SDNR Construction Company