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| 1 | Dismantling of Bricks (laid flat or on edge) or brick tiles in floors, channels, kerbs, aprons etc laid dry or laid dry and pointed complete all as specified and directed by Engineer-in-charge. |
| 2 | Material and labour for excavating over areas , in soft loose soil n exc 1.5 m deep and getting out outside of MD land including any royalty and removing the same from any distance to work site and filling the soil on both side of road berms including watering rolling and consolidating complete all as specified and as directed by Engineer-in-charge. |
| 3 | Material and labour for providing,laying and compacting 150 mm thick (compacted thickness) Granular Sub Base Course (GSB) grading as per Grade I as specified Table 400-1 of MaRTH specifications for Road and Bridge works, 2013, in a single layer over compacted subgrade with natural sand, crushed gravel, crushed stone, crushed slag or combination thereof as per the grading required The materials are mechanically mixed, spread and leveling on the subgrade manually, and rolling with vibratory roller of capacity 80-100 KN static weight for achieving required compaction density of atleast 98% of the Maximum Dry Density. Consolidating to required gradient and camber complete all as specified and directed with finished surface tolerances as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013 complete all as specified and as directed by Engineer-in-charge. Note:- In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction. |
| 4 | Material and labour for providing, laying and compacting 150 mm thick (compacted thickness ) WMM laid in two layers of 75 mm each thick (compacted thickness) Wet Mix Macadam (WMM) grading as per table 400-13 of MaRTH specifications for Road and Bridge works 2013 manufactured in WMM plant material comprising of clean, crushed, graded aggregate and granular material premixed with water to a dense mass, spreading manually and rolling with vibratory roller of capacity 80-1OOKN static weight and consolidating to required gradient and camber complete all as specified and directed by Engineer-in-charge Notes:-(i) The finished surface tolerances shall be as per Table 900-1 of MaRTH specifications for Road and Bridge works 2013. (II) In case of width of road widening is lesser, contractor has to arrange roller of lesser width for compaction. |
| 5 | Material and labour for preparing of unsurfaced wet mix macadam by brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning to cleaned surface with gunny bags to remove all loose dirt etc from surface and applying evenly a premix /tack coat with bituminous primer (using paving bitumen VG-10) @10.00 Kg per ten Sqm complete all as specified and as directed by Engineer-in-charge. |
| 6 | Material and labour for providing and laying Premix Bituminous macadam of consolidated thickness less than 75 mm,using paving bitumen of grade VG-30 @ with binder content 4% by weight of total mix and mixing of aggregates and VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hydrostatic paver finisher (Paver shall not be compulsory in case of patch work using B.M.) and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 504 MoRTH (5th Rev) specification and as specified and as directed by Engineer-in-charge. NOTES :(i). The contractor shall quote the rate against Item considering 4% VG-30 bitumen content. Job Mix Formula as per CI. No. 505.3.3 of MORTH (5th Rev) for BM shall be worked out from Thapar Insti. of Engg & Tech Patiala/NIT Kurukhshetra /PEC Chandigarh/CTL for obtaining optimum binder content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval bfore commencement of work. Any variation in binder content on minus side shall be adjusted @ 50/kg of binder and no adjustment shall be made on plus side.(ii) The BM shall be covered with top layer/wearing course within in a maximum of 48 hours. If their is to be any delay, by the contractor the course shall be covered by seal coat to the requirement of Clause 512 of MORTH (5th Rev) before opening to the traffic. The seal coat in such cases shall be considered incidental to the work and shall not be paid for separately. |
| 7 | Material and labour for applying evenly a priming /tack coat with bitumen grade VG-10 @ 5.0 Kg per ten Sqm over premix bitumous macadam surface complete all as specified and as directed BY Engineer-in-charge. |
| 8 | Material and labour for providing and laying Premix Bituminous asphaltic dense concrete 40mm consolidated thickness with 5.5% binder ( using paving bitumen of grade VG-30) content by weight of total mix and crushed aggregates of grading 2, mixing of agrgregates with VG-30 bitumen in electronic operated 100-120 TPH batch type hot mix plant, transporting the hot mix from HMP to work site by tippers and laying with hyrdostatic paver finisher and as per approved mix and rolled & compacted to required camber and gradient with 8 to 12 tonne smooth wheeled, vibratory and tandem roller, complete all as per Clause 507 MORTH (5th Rev) specification and as specified and as directed by Engineer-in-charge. |
| 9 | NOTES : (i). The contractor shall quotes the rate against Item considering 5.5% VG-30 bitumen content. Job Mix Formula as per CIause. No. 505.3.3 of MORTH (5th Rev) for BC shall be worked out from Thapar Insti. of Engg & Tech. Patiala/ NIT Kurukshetra/ PEC Changigarh/ CTL for obtaining Optimum Binder Content (OBC) by the Contractor without any financial effect to the Dept and same be submitted to the accepting officer for approval. Any variation in binder content on minus side shall be adjusted @ Rs 50/kg of binder and no adjustment shall be made on plus side.(ii). Cost of filler i.e. cement (Ordinary portland cement/OPC) is deemed to be included in quoted unit rate.(iii). After spreading of mix as per clause 507.4.7 entire surface during the operation shall be rolled with road roller 8-10 tonne (smooth wheeled) followed with vibratory road roller of 8-10 tonne static weight, followed by finished rolling with 6 to 8 tonne smooth wheel tendom roller as per Clause Nos. 507.4.8 and cost of the same is deemed to be included in quoted unit rate. (iv). The vintage of the T&P (Hot mix plant/road roller i.e. vidrating roller,static roller,hydraulic roller/paver) to be incorporated in the wk should not be more than 10 years except the tippers and shall be approved by GE before date of commencement of the work.(v). The certificate wrt the capactiy of the hot mix plant (HMP) shall be 100-120 TPH and the plant shall be electronic operated, batch type and location be intimlated and the same shall be approved by GE before date of commencement of the work. |
| 10 | (vi). The distance of the HMP shall not be more than 100 KM from the Mil Stn Patiala. Detail of plant to be submitted to GE for approval before date of commencement of the work.(vii). The calibration certificate for HMP shall be submittaed by the contractor for approval of GE before date of commencement of the work which should not be more than 06 months old.(viii). The minimum 2 Road roller each (vibrating and static road roller) are required at site before commencement of the work on the groung and the same shall be approved by GE before date of commencement of the work. |
| 11 | Supply and fixing Road cat eyes of size 100mm x 100mm x 20 mm meeting with ASTM and MORTH STANDARD WITH YELLOW reflectors, yellow body colour and two saides lens all as specified and directed. The stud shall be fixed to the road surface using adhesive and zinc plated nails conforming to IS as per manufacturer recommendations and as approved by GE complete all as specified and as directed by Engineer-in-charge. |
| 12 | Material and labour for Marking strips, straight line, zebra crossing and stop line 100 mm wide and not less than 2mm thick with hot applied thermoplastic road marking paint (white or yellow) mixed with glass beads, using automatic mechanical road painting machine complete all as specified and as directed by Engineer-in-charge. |
| 13 | Material and labour for 75 mm thick cement concrete 1:4:8 type D-2 using 40mm graded stone aggregate as in sub-floor, sub-base, flooring, Hardstanding and paving etc complete all as specified and as directed by Engineer-in-charge. |
| 14 | Material and labour fot providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footparth, parks, lawns, drive ways or light traffic parking etc., of required strength, thickness & size/shape, made by table vibratory method using PU mould, laid in required colour & pattern over and including 50mm thick compacted bed of fine sand, compacting and proper embedding/ laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand complete all as specified and as directed by Engineer-in-charge. |
| 15 | Material and labour for providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5 mm), including making drainage opening wherever required complete all as specified and as directed by Engineer-in-charge. |
| 16 | Demolition of Brickwork of stone/boulder masonry, build in cement mortar including all quoins, arches, pillars etc, but excluding ashlars facings, dressed stonework and precast concrete articles complete all as specified and directed by Engineer-in-charge |
| 17 | Material and labour for Brick work using Sub Class \\"B\\" brick straight or curved on plan not exceeding 6 Mtr means radius built in CM 1:4 complete all as specified and directed by Engineer-in-charge |
| 18 | Material and labour for Manufacturing, supplying and fixing retro reflective Mandatory/ Regulatory sign boards of 450/300 mm diameter with support length of 3750 mm and made up of 2 mm thick aluminium sheet, face to be fully covered with high intensity encapsulated type heat activated retro reflective sheeting conforming to type - IV of ASTM-D 4956-01 in blue and silver white or other colour combination including subject matter, message (bi-lingual), symbols and borders etc. as per IRC ; 67:2001, pasted on substrate by an adhesive backing which shall be activated by applying heat and pressure conforming to class -2 of ASTM- -4956-01 and fixing the same with suitable sized aluminium alloy rivets @ 20 cm c/c to back support frame of M.S. angle iron of size 25x25x3 mm along with theft resistant measures, mounted and fixed with 2 Nos. M.S. angles of size 35x35x5 mm to a vertical post made up to M.S. Tee section ISMT 50x50x6 mm welded with base plate of size 100x100x5 mm at the bottom end and including making holes in pipes, angles flats, providing & fixing M.S. message plate of required size, steel work to be painted with two or more coats of synthetic enamel paint of required shade and of approved brand & manufacture over priming coat of zinc chromate yellow primer (vertical MS-Tee support to be painted in black and white colours).Backside of aluminium sheet to be painted with two or more coats of epoxy paint over and including appropriate priming coat including all leads and lifts etc. complete all as specified and directed by Engineer-in-charge |
| 19 | Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation of poles,laying of cables, pipes etc including getting out in any kind of soil complete all as specified and as directed by Engineer-in-charge. |
| 20 | Returing filing in soil including spreading, levelling, and well ramming, in layers not exceeding 25 cm thick each layer of any kind of soil complete all as specified and as directed by Engineer-in-charge. |
| 21 | Removing surplus excavated material not exceeding 50 m from staring point and depositing where directed at level not exceeding 1.5 m above the starting pointcomplete all as specified and as directed by Engineer-in-charge. |
| 22 | Material and labour for providing and laying dry fine river sand in trenches, ducts etc, 8 cm before laying the cable and 15 cm after laying the cable as cushioning to under ground cable including punning down of sand in layers complete all as specified and as directed by Engineer-in-charge. Note: Punned thickness shall be measured for payment |
| 23 | Supply and laying in trenches for protection of cable un-reinforced precast concrete cable cover class LV, Type 2, with peak size 250mmx 150mmx40mm, complete all as specified and directed by Engineer-in-charge |
| 24 | Material and labour for steel tubing 50 mm bore ,galvanised, light grade, (SI marked) with all necessary fitings for protection of cable laid in trenches/ducts along pole/walls or laid in floors, road crossing, etc fixed with MS clamps, bolts, nuts and washers etc in replacement of old damaged steel pipe complete all as specified and as directed by Engineer-in-charge. Make : Tata/Jindal/Suraya |
| 25 | Supply, laying, jointing and testing XLPE insulated screened armoured heavy duty electric cable with aluminium conductor 1100 volts grade of size 10 Sq mm 4 core with aluminum thimble of same size complete all as specified and as directed by Engineer-in-charge |
| 26 | Supply, laying, jointing and festing XLE insulated screened armoured heavy duty electric cable with aluminium conductor 1100 volts grade of size 50 Sq mm 3.5 crore with aluminum thimble of same size complete all as specified and as directed by Engineer-in-charge |
| 27 | Supply, laying, jointing and lesting XLPE insulated screened amoured heavy duty electric cable with aluminium conductor 1100 volts grade of size 95 Sq mm 3.5 crore with aluminum thimble of same size complete all as specified and as directed by Engineer-in-charge |
| 28 | Supply, laying, jointing and testing XLPE insulated screened armoured heavy duty electric cable with aluminium conductor 1100 volts grade of size 185 Sq mm 3.5 crore with aluminum thimble of same size complete all as specified and as directed by Engineer-in-charge |
| 29 | Material and labour for excavation around existing poles, demolition of cement concrete as in coping ,foundations of poles and taking out PCC pole safely out of trenches and shifting to new location and refilling the foundation with soil and removing the debris out of MD land, erecting the pole in true vertical position at new location complete including paintig the pole in alternate strips black and yellow synthetic enamel paint upto 1.5 m from GL and marking pole number with synthetic enalel paint of colour and size as directed complete all as specified and as directed by Engineer-in-charge. Note:- Excavation and earth work, PCC in foundations,coping etc for erecting new pole shall be measured and paid separately. |
| 30 | Supply and fixing PVC junction box with 1 phase bus bar 200 amp and fixing to PCC pole with MS clamps made out of 50x3 mm flat fabricated to suitable shape including nuts, botls and washers complete all as specified and as directed by Engineer-in-charge |
| 31 | Supply and fixing PVC junction box with 3 phase bus bar of capacity 100 amp with MCB 10 amp and fixing to PCC pole with MS clamps made out of 50x3 mm flat fabricated to suitable shape including nuts, botls and washers complete all as specified and as directed by Engineer-in-charge |
| 32 | Material and labour for dismantling cross-arms of M.S. channel or angle sections etc from LT poles complete all as specified and as directed by Engineer in Charge |
| 33 | Material and labour for pin type porcelain vitreous, white brown or green insulator including one galvanized mild steel spindle and two galvanized iron washer and galvanised iron nut, 100 mm height, 65 mm dia for for 1100 V grade complete all as specified and as directed by Engineer-in-charge |
| 34 | Material and labour for shackle type porcelain vitreous, white brown or green insulator including galvanised mild steel straps of section 31x3 mm, washers insulator bolts 12 mm dia,washer and nuts for working pressure 1100 V of 75 mm height and 90 mm dia complete all as specified and as directed by Engineer-in-charge |
| 35 | Materail and labour for cross arms, bracings, supports, clamps and back plates fabricated from structural steel section including nuts, bolts, washers, welding bending cold or hot drilling holes for bolts in any shapes or sizes as indicated or directed and inclusive of one primer coat, one under coat and one finishing coat of paint complete all as specified and as directed by Engineer-in-charge |
| 36 | Material and labour for dismantling of ACSR conductors after unbinding from insulators including insulators complete all as specified and as directed by Engineer-in-charge |
| 37 | Supply and fixing aluminium conductor steel reinforced (ACSR) weasel (3/1/2.59 mm) to be drawn straight horizontal on over head lines on poles including binding with insulators. (weight of conductor shall be measured straight horizontal distance between centre of two adjacent poles and calculating weight of conductor of size and length by adding 3% exra for sag jointing jumpers, etc ) complete all as specified and as directed by Engineer-in-charge |
| 38 | Material and labour for Plain cement concrete 1:4:8 type D-2 using 40 mm graded stone aggregate in foundations, filling and mass concrete complete all as specified and as directed by Engineer-in-charge |
| 39 | Material and labour for cement concrete 1:3:6 type C-1 using 20 mm graded stone aggregate fo foundation, filling and mass concretes complete all as specified and as directed by Engineer-in-charge |
| 40 | Material and labour for cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate for coping of poles including necessary form work and finishing the exposed surface even and smooth using extra cement and applying two coats of cement base paint over a coat of primer complete all as specified and directed and directed by Engineer-in-charge. Please Enable Macros to View BoQ information |
