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| 1 | 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 tobe used or auctioned, upto alead of 1000m including removal & disposal of top origanic soil not exceeded 150mm in thickness.as per pwd SI No -259 |
| 2 | Construction of embankment with approved material obtained from availble land as permitted and approved by Engineer-in-Charge and as per Technical Specitaion Clause 301.3.4.1, with all lifts and leads, spreading, grading to required slope and compacting to meet requirement of Tables 300.1and 300.2 as per Pwd sor SI No-253 |
| 3 | Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement etc. as per Pwd Sor SI NO-253 |
| 4 | 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. |
| 5 | Providing, laying, spreading and compacting stone aggregates of specific sizes 63-45mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. G-II |
| 6 | Brick edging on both side of the road with first class bricks 8cm wide & 12cm deep laid with mud mortar all labour finished to the required template & in proper allgnment & also including dressing & ramming the excavated earth including labour T& P sudries required for proper completion of work with material. as per SI No-765 |
| 7 | Providing laying, spreading and compacting stone aggregates of specific sizes 22.4-53 mm gauge to water bound macadam specification including spreading in uniform thichness hand packing, rolling with smooth wheel roller 80-100 KN static roller in stages to proper grade & camber applying and brooming stone screening binding material to fill up the intertices of the coarse aggregates watering and compacting to the required density grading-3 as per technical specification class 405. WBM GR-III |
| 8 | Providing and applying primer coat with bitumen emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 - 1.0 kg./sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Providing and applying Tack coat with Bitumen Emulsion RS -1 Using bitumem distributars at the rate of 0.25 to .30Kg per Sqm of the prepared bituminous furface cleaned with Hydraulic broom as per Technical Specification clause 503. |
| 10 | Providing laying and rolling of open graded premix carpet of 20mm thickness composed of 13.2mm nominal size to 11.2 mm nominal size aggregates using S-90 grade bitumen of required line grade and level to serve as wearing course on a previously prepared base, includinjg mixing in 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 Type C as per Technical Specification Clause 508 |
| 11 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type \\"C \\"as per Technical specification Clause 510 |
| 12 | Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703.Ordinary Kilometer Stone (Precast) |
| 13 | Providing & Laying Of Brick On Edge Soling For Ramps etc As Per SI No-786 For Ramps and T junction |
| 14 | Providing and fixing of typical informatory sign board etc.as per sanctioned Rate SERED LKO. |
| 15 | Providing and fixing of typical inaugration stone etc.as per sanctioned Rate SERED LKO. |
| 16 | E/W in excavation in trenches for foundatio n and pipes, cables etc. in ordinary soil (lo an clay or sand ) i/c lift up to 1.5m and lead upto 50 m and dressing of sides and rammi ng of sides and disposal of surplus excavat ed earth as directed by the E/I witth in a lead of 50m as per S.I.No.251. |
| 17 | Providing & laying cement concrete 1:3:6 (1cement ,3 coarse sand ,6 grded stone ballast ) including supply of all material labour and T& P required for proper completion of the work & curing complete also including cost of form work in foundation & floors. as per SI NO-280 |
| 18 | Brick masonry work in 1:4 cement and Coarse Sand mortar in foundation complete excluding pointing and plastering as per pwd SI NO-305(b) |
| 19 | 12 mm thick plaster with cement mortar in proportion of 1:4 cement , coarse sand. As per SI NO-584+(583-582) |
| 20 | Providing & laying cement concrete 1:2:4 (1cement ,2 coarse sand ,4 grded stone ballast ) including supply of all material labour and T& P required for proper completion of the work & curing complete also including cost of form work in foundation & floors.as per SI NO-279(b) |
| 21 | Fillling in foundation trenches using coarse sand/ screening as per drawing and technical specification Clause 305.3.9 |
| 22 | Laying Cement Concrete Pipe NP3 (Burried conduits) on first class bedding of granular material including fixing collar with cement sand mortar 1:2 but excluding excavation. Protection works, backfilling. Concrete and masonary work in head well and parapets ( 450 mm Dia) AS PER MORD-1100 |
| 23 | Struck Pointing on brick work with cement mortar (1:2) with consisting of 1 part cement and 2 parts of fine sand of 1.25FM including supply of all materials ,labour T&P etc. require for proper completiom of the work.as per SI No -574 |
| 24 | Providing and laying reinforced cement concrete 1000mm dia pipe NP3 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 (1X1000) AS PER MORD-1100 |
| 25 | PCCProviding and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal siz)(SOR S.I.NO.-281) |
| 26 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:4 (1 cement : 4 coarse sand) (SOR S.I.NO.-309(3)) |
| 27 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement with 1:1.5:3 (1 cement : 1.5 coarse sand derived from natural sources : 3 graded stone aggregate20 mm nominal size derived from natural sources). SOR S.I.NO.-289 |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete . Thermo- Mechanically Treated bars of grade Fe-500D or more. (SOR S.I.NO.-504) |
| 29 | Providing and laying 75mm dia P.V.C Pipe in weep hole. SOR Cp-1 Items 17(mescellanous)(33) |
| 30 | Supply and laying of 15cm thick 40mm gauge bricks ballast as filtar materials on slope of earthen embankment around aboutment under pitching.As per S.O.R-CH-1,2(a) Please Enable Macros to View BoQ information |
