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| 1 | M&L for Scarifying or picking gravelled, macadam or bituminous macadam surfaces in area exceeding 400 sqm and depth exceeding 50mm and not exceeding 100mm and removing materials and stacking complete all as specified and directed. |
| 2 | Excavating over areas, n exc 1.5m deep and getting out in soft/ loose soil complete all as specified and directed. |
| 3 | Excavation in trenches n'exc 1.5 m width and n'exc 1.5 m in depth for foundation etc / for laying of cable/ pipe etc n'exc 10 sqm on plan and n'exc 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. |
| 4 | Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm. complete all as specified and directed. |
| 5 | Removal of surplus soil to a distance n'exc. 50 Mtr and depositing where directed at a level not exc 1.5m above the starting point complete all as specified and directed. |
| 6 | M&L for moorum / red bajri filling in, as in floor, pavings or berms of road etc, laid in layers not exceeding 15cm thick, spread, levelled and rammed including watering complete all as specified and directed. |
| 7 | M&L for PCC (1:4:8) Type D2 (40 mm graded aggre-gate) as in foundations, filling and mass-concrete or sub base of floor/ hard standing/ footpath complete all as specified and directed. |
| 8 | M&L for PCC (1:2:4) type B-1, using 20mm graded stone aggregates, as in kerb/ benching/ coping, bed plates, for fixing of hold fast, water troughs and the like including weathering, slightly rounded or chamfered angles and throating including necessary formwork complete all as specified and directed. |
| 9 | M&L for precast PCC (1:3:6) type C1 (using 20mm graded aggregate) solid block masonary work, straight or curved on plan exc 6m mean radius, built in CM (1:6) complete all as specified and directed. |
| 10 | M&L for 15mm thick plastering on fair faces of brick/ PCC block wall in two layers, Ist layer 10mm thick CM (1:6), and IInd layer 5mm thick in CM (1:4) and surface finished even and fair complete all as specified and directed. |
| 11 | M&L for preparing newly plastered surfaces of wall and applying two or more coats of 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489: 2004, alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives @ 1.43 litre/ 10 sqm over and including priming coat of exterior primer applied @ 0.90 litre/ 10sqm over new surfaces as per manufacturer instruction complete all as specified and directed. |
| 12 | Taking down eaves gutters and rain water pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and as directed. |
| 13 | S&F 150mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints and laid in trenches or in floor complete all as specified and as directed. |
| 14 | M&L for 100mm thick DLC (Dry Lean Concrete) of aggregate gradation as per Table 1 of SP 49:2014 having 7 days average compressive strength not less than 7 MPa minimum cement content not less than 140 Kg/Cum DLC mixed in Batching Plant, transported to site and laid by electron sensor paver including spreading and compacting usign high amplitude tamping bars of paver (initial compaction) further by double drum smooth wheeled vibratory rollers with 80-100 KN static weight to achieve minimum dry density not less than 98% of maximum Dry Density, necessary finishing etc and tolerances to be as per Table 900-1 of MaRTH specifications for Road and Bridge work 2013 complete all as specified and directed. |
| 15 | Supplying and laying 400 micron thick HDPE sheet (Virgin Quality) water proof, wrinkle free without puncture having minimum weight 390 gm/Sqm over tack coat /sand cushion as specified in the designwith overlap between adjacent strips and at transverse joints as minimum 300mm complete all as specified and directed. |
| 16 | M&L for 10mm thick sand cushion with clean river sand duly clear of residual , organic and deleterious materials spread evenly to uniform thickness laid over DLC layer as specified and directed. (No additiona Iamount to be paid for overlap) complete all as specified and directed. |
| 17 | M&L for pavement quality concrete (PQC) as per design mix having minimum 28 days field flexural strength of 45kg/ sqcm or 4.5Mpa, aggregate gradation as per table 3 of IRC 15-2017, coarse aggregate of clean, hard strong, dense, non-porous and durable pieces of crushed stone or gravel, fine aggregate of clean natural sand or crushed stone sand or combination of both using minimum cement content of 360 kg/cum of PQC with non-circular, virgin synthetic fibre of 12-18mm length, specific gravity 1.34 to 1.39, UV stable, alkali resistant, with equivalent dia 15-40 micron, minimum melting tenperature as 240 degree celcious and minium tensile strength of 300 Mpa and at the rate as specified by the manufacturer, PQC laid, spread and compacted with slip-form paver of minimum 7.50m width, including curing and tining by texturing cum curing machine complete all as specified and directed.Note :- (i) The design mix shall be got done from approved lab and got approved from GE/AGE (I) before commencement of work.(ii) In the event of variation in the design mix in the minimum cement content will be adjusted through supply only rate at market rate or procurment rate whichever is more for cement. However no plus adjustment shall be applicable, if excess quantity of cement content is used/ approved in the execution of work under this items.(iii) Required surface texturing to be done as specified in clause 10.1.14 and table 9 of IRC: 15-2017. |
| 18 | M&L for forming construction joints 30 mm deep x 10 mm wide filled with sealing compound grade 'A' complete all as specified and directed. |
| 19 | M&L premix bituminous macadem laid, rolled and compacted to required gradient and camber consolidated thickness not exceeding 75 mm with 4% binder of paving Bitumen VG-30 grade, content by weight of total mix, mixed in hot mix plant and laid by mechanical paver finisher complete all as specified and directed. |
| 20 | M&L preparing black top surface by brushing with brushes for removing caked mud etc sweeping with brooms and finally fanning the cleaned surfaces with gunny bags to remove all loose dirt etc on black top/ surfaces then applying evenly a tack coat of Bitumen VG-10 grade conforming to IS: 73 @ 0.3-0.4 kg/sqm on bituminous surface as specified in Table 500-5 of MoRTH specification for road and bridge works 2013, using mechanical sprayer complete all as specified and directed. |
| 21 | M&L for applying bituminous premixed semi dense asphaltic concrete (SDAC) 40 mm thick (consolidated thickness) with 5.50% binder of paving Bitumen VG-30 grade, content by weight of total mix including cement filler, on surfaces, rolled compacted with using 8 to 10 tonne capacity power roller to achieve the required compactness, camber and gradient mixed in hot mix plant using design mix and laid by mechnaical paver finisher complete all as specified and directed.NOTE:-(i) The actual binder content used shall be as per optimised content based on approved job mix formula irrespective of what ever indicated in Sch 'A'.(ii) Price adjustment shall be done on MINUS side only @ Rs. 72,000/- per MT (without considering the permissible tolerance on minus side) with reference to binder content indicated in Sch 'A'.(iii) No Price adjustment for Bitumen shall be done for variation on plus side.(iv) Please note that SDAC to be laid immediately after laying of BM. In case the SDAC could not be laid within 48 hours of laying of BM, primer coat @ 3Kg / 10Sqm to applied over freshly prepared bituminous surface and nothing extra shall be paid by the Govt. on this account. No claim what so ever shall be entertained by Govt on this account. |
| 22 | M&L for repair to pot holes any depth not exceedng 1 sqm each including sweeping free from dust and mud or water scouring sunken surface in roads, path etc cutting around edges to at least 30mm in depth and making good by applying tack coat @ 5 kgs/ 10 Sqm with Paving Bitumen VG-10 grade and including laying premixed bituminious macadam with Paving Bitumen VG-30 grade @ 4% by weight of total mix, well rammed and sealed with paving Bitumen VG-30 grade @ 9.8 kgs/ 10 Sqm blinded with 0.09 Cum of stone chipping of size 6.3mm and again well rammed and rolled using 8 to 12 tonne capacity power roller (including supply of pre-mixed macadam, binder and chipping), depth of pot holes exceeding 30 mm complete all as specified and directed. |
| 23 | M&L for preparation of existing bituminous surfaces, removing, dust, dirt grease and other foregion matters etc to receive the markign and M&L for thermo plastic (Reflective) line, dashes, arrows, letters etc of size width n'exc 10cm wide marking, having 2.5 mm thickness (average) of uniform surface finish conforming to BS 3262 (Part 1) 1989 read in conjunction with the MOST specification 803 clause 4.2.2 on bituminous surfaces in white/yelow clour and super imposed with glass beads confirming to BS 6088 read in conjuction with and MOST specification 803 clause 4.3.3 complete all as specified and directed:- Note: - MOST specification 803 shall be followed strictly for execution of work & suitable machine shall be used for the marking as approved by the GE. Shape & size/ patterns of marking shall be as approved by the GE. |
| 24 | S&F in repair reflective road studs (cat eye) of metal body alloy of min size 100mm x 100mm x 20-25mm with PAMA striplens reflector equivalent to sku code DA 972.0 fixed with and incl MS stud of min size 50mm as per manufactures instructions complete all as specified and directed.Note : Make and design as approved by GE. |
| 25 | S&F in repair solar cat eye (studs) of size 125mm x 125mm x 25mm (shank 65mm) of aluminium alloy have high efficiency mono-Crystalline solar panel 24.V/0.30 watt having one Ni-Mh or Ni-Cd rechargeable battery (1.2v/1600MA). Six super bright LEDs with 10,000 to 18,000 mcd (Mil Candela) having flash rate 2 Hz and bearable weight 10 tons approx with view distance upto 1,000 meters of any colour i.e yellow, red, blue, green or white as required at site working temp 10-50 degree celcius, working time 3 to 4 days after fullly charged battery, charging time 5 to 6 hrs from direct sun light maintenance free, unbreakable, poly carbonate clear facing, automatically turn on at night and tum off at day incluinding all fixing arrangements as per manufacturer's instuctions comple all as specified and as directd. |
| 26 | S&F in repair metal tubular dealineator made out of ABS round body fitted with 2 Nos 65mm dia highly reflective reflectors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yellow reflector radium tape of 25mm wide strips with anti theft steel net for reflector protection including embedding in PCC (1:2:4) type B1 of size 150mmx150mmx300mm including necessary earth work complete all as specified and directed complete. |
| 27 | S&F in repair metal tubular solar delineator comprising the followings and made out of Polycarbonate clear with UV reistant covered with mesh body fitted with four ultra bright flashing LEDs in red or yellow colors made out of PMMA and mounted on 45/50 mm dia mild steel pipe of 600mm height duly powder coated and thermo plastic elastomer 3 bands of green, red and yelow reflector radium tape of 25 mm wide strips with anti theft arrangement, steel net for reflector protection with and including embedding in PCC (1:2:4) type B1 of size 300mm x 300mm x 300mm including necessary earth work complete all as specified and directed :-Solar delineator Specification:-(i) Solar Panel: Mono Crystalline - 4 volts/ 300mA. (ii) Battrey : 2x1.2Volts, Ni-mh IBOOmAh, High Temprature Battrie.(iii) Back Up : 36 hrs after full charging.(iv) Visibility : over 500m. |
| 28 | S&F in repairs 800mm dia polycarbonate convex mirror, unbreakable having clear and define mirror image with 130 degree of viewing angle, outdoor type, made out of fibre alongwith bracket of 62.5mm and holding down min 1500mm long stainless steel pipe of 75mm dia of grade 316, emedded in PCC (1:2:4) type B1 of block size 450mm x 450mm x 500mm incl excavation in post holes complete all as specified and as directed. Please Enable Macros to View BoQ information |
