| 1 | 1 | Excavation in foundations, trenches etc. in earth work in all kinds of soils such as pick work, jumper work, and chiselling / wedging out of hard or soft rock where blasting is prohibited upto all depths stacking the excavated soil not more than 3 meteres clear from the edge of excavation and than returning the stacked soil in 15 cms layers, when required into plinths, sides of foundations etc.consolidating each deposited layer by ramming and watering and then disposing of all surplus excavated earth as directed by the Engineer-in-charge in all leads & lifts. | | 456.45 | Cum |
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| 2 | 2 | Excavation in earth work etc. through mechanical means & refilling same after lying the pipe in earth in all kinds of soil such as pick work,jumper work, including dressing of sides & disposing off excavated earth upto all leads ^& lifts. Disposed earth to be levelled & neatly dressed as directed by Engineer-in-charge. | | 66.15 | Cum |
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| 3 | 3 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location upto all leads & lifts as per Technical Specification Clause 302.3 | | 1156.06 | Cum |
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| 4 | 4 | Preparation of sub-grade by dressing to combor (Earth work for the cutting involved for subgrade to be paid for separately depending upon the classification of soil completed as per HP.PWD specifications.i/c carriage of material in all leads & lifts. | | 3358 | Sqm. |
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| 5 | 5 | Stone soling properly handpacked filling interstices with Kharanja stone and consolidating with power road roller to the requested gradient and comber including spreading watering and rolling of binding materials moorum or earth etc.complete as per HP.PWD specification. 100 mm spread thickness (finished work | | 219 | Cum |
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| 6 | 6 | 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, stone screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 1 as per Technical Specification Clause-405 By Mechanical Means. i/c carriage of material in all leads & lifts. | | 219 | Cum |
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| 7 | 7 | Providing, laying, spreading and compacting stone aggregates of specific sizes 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 fillup the interstices of coarse the interstices of coarse aggregate, watering and aggregate, watering and aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405 By Mechanical Means i/c carriage of material in all leads & lifts. | | 219 | Cum |
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| 8 | 8 | 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 bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503. i/c carriage of material in all leads & lifts. | | 2190 | Sqm. |
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| 9 | 9 | 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. i/c carriage of material in all leads & lifts. | | | |
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| 10 | 9.01 | By Mechanical Means (I) Bitumen (S-90) | | 2190 | Sqm. |
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| 11 | 10 | 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 i/c carriage of material in all leads & lifts. | | | |
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| 12 | 10.01 | Type B (I) Bitumen (S-90) | | 2190 | Sqm. |
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| 13 | 11 | Construction of 'V' shape drain of cement concrete 1:2:4 ( 1 cement:2 sand: 4 graded stone aggregate 20 mm nominal size) 45 cms wide, 30 cms. High & 7.50 mtrs. Thick over base concrete 1:6:12 ( 1 cement: 6 san : 12 graded stone 40 mm nominal size i/c cost of form work with steel plates & excavation in all kinds of soil up to any depth & disposal of all excavation earth including carriage of material in all leads & lifts. | | 724.66 | Rmt |
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| 14 | 12 | Providing form work with steel plates 3.15mm thick welded with angle iron frames 30x30x5mm so as to give a fair finish including centering, shuttering, strutting and propping, etc. with wooden battens and ballies heights of propping and centering below supporting floor to ceiling in all heights and removal of he same for in-situ reinforced concrete and plain concrete work including carriage of material in all leads and lifts. | | | |
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| 15 | 12.01 | Flat surfaces such as soffits of suspended floors, roofs, landings and the like: (i) Floors, etc. upto any thickness. | | 127.5 | Sqm |
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| 16 | 12.02 | Vertical surfaces such as walls (any thickness) partitions and the like including attached pillasters buttresses,plinth and string courses and the like. | | 53.99 | Sqm |
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| 17 | 13 | Providing and laying cement concrete 1 : 4 :8 (1 cement:6 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all leads and lifts. | | 1.73 | Cum |
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| 18 | 14 | Providing and laying cement concrete 1 : 3 : 6 (1 cement:6 sand:6 graded stone aggregate 40 mm nominal size) and curing complete excluding cost of form work in foundation and plinth including carriage of material in all leads and lifts. | | | |
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| 19 | 14.01 | Walls including attached buttresses, pilasters and their caps and bases and string courses etc. Upto floor two level. | | 11.61 | Cum |
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| 20 | 15 | Providing and laying cement concrete having strength of M-20 mixed design aggregate mechanically mixed and vibrated and curring complete excluding cost of form work and reinforcement for reinforced concrete works including carriage of material in all leads & lifts. | | | |
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| 21 | 15.01 | Suspended floor, roofs, landings, shelves and their support, balconies, beams, girders, bressumers and cantilevers in all heights. | | 19.13 | Cum |
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| 22 | 16 | Providing Tor steel /TMT Steel reinforcement for R.C.C. work including bending, binding and placing in position complete including cost of binding wire upto all heights including carriage of material in all leads and lifts.approved brand of Tissco/ SAIL/ RINL confirming BIS specifications. | | 2104.3 | Kg. |
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| 23 | 17 | Providing & Laying Cement concrete flooring 1:2:4 ( 1 cement: 2 sand: 4 graded stone aggregate 20 mm nominal size) laid in one layer finished with a floating coat of neat cement including carriage of material in all leads and lifts.40 mm thick | | 1.44 | Sqm. |
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| 24 | 18 | 10 mm cement plaster in single coat on fair side of brick/concrete/stone walls for nterior plastering upto all heights including arises, Internal rounded angles, chamfers and / or rounded angles not exceeding 80 mm in girth and finished even and smooth in cement mortar 1:4 ( 1 cement : 4 sand) including carriage of material in all leads and lifts. | | 17.58 | Sqm. |
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| 25 | 19 | Extra over item No.-18 for finishing with a floating coat of neat cement slurry including carriage of material in all leads and lifts. | | 17.58 | Sqm. |
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| 26 | 20 | Providing and laying RCC pipe NP-2 for culvert on first class bedding of granular material in single row i/c fixing collar with cement mortar 1:2 ( 1 cement: 2 sand) but excluding excavation, protection works, back filling , concrete and masonry work in head walls and parapets i/c carriage of material in all leads & lifts. 600 mm dia | | 8.4 | Rmt. |
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| 27 | 21 | Providing laying and jointing reinforced concrete pressure pipes IS class P-2 of the following internal diametres with collars and butt ends joint including testing of joints complete including carriage of material in all leads & lifts. | | | |
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| 28 | 21.01 | 250 mm dia | | 191.35 | Rmt. |
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| 29 | 21.02 | 300 mm dia | | 67 | Rmt. |
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| 30 | 22 | Constructing man hole with RCC top slab in 1 : 2 : 4 mix (1 cement : 2 sand : 4 graded stone aggregate 20 mm nominal size). Foundation concrete 1:4:8 (1 cement : 4 sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 15 mm thick with cement mortar 1:3 ( 1 cement : 3 sand) finished with a floating coat of neat cement and making channels in cement concrete 1 : 2 : 4 mix (1cement : 2 sand : 4 graded stone aggregate 20 mm nominal size) finished smooth complete including curing and testing: i/c carriage of material in all leads & lifts. | | | |
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| 31 | 22.01 | Inside size 800 x 800mm and 1000 mm deep including SFRC cover with frame ( light duty single seal pattern-1) 455mmx610 mm internal dimensions total weight of cover and frame to be not less than 38 kg. & weight of frame 15 kg..i/c carriage of material in all leads & lifts. (a) With 230 mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (1cement:3sand)- | | 8 | Each |
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| 32 | 22.02 | Inside size 1200 x 900 mm and 1000 mm deep including SFRC. cover with frame ( light duty single seal pattern-1) 455mmx610 mm internal dimensions total weight of cover and frame to be not less than 116 kg. & weight of frame 58 kg..i/c carriage of material in all leads & lifts. (a) With 230 mm thick walls of brick masonry using common burnt clay building bricks in cement mortar 1:3 (1cement:3sand)- | | 13 | Each |
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| 33 | 23 | Providing 200 mm wide cast iron rungs with chequred or ribbed non slip surface including fixing in man holes with 200mmx200 mmx100 mm cement condrete 1:3:6 ( 1 cement: 3 sand: 6 graded stone aggregate 20 mm nominal size) ncluding carriage of material in all leads & lifts. | | 84 | Each |
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| 34 | 24 | Providing and laying trenches in all depth galvanised mild steel tubes ( Medium grade) tube fitting ( Earth work In trenches to be measured and paid for seperately). i/c carriage of material in all leads & lifts.Confirming to BIS specifications & Approved make of Jindal (Hissar)/ TATA. | | | |
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| 35 | 24.01 | 65 mm dia | | 284 | Rmt. |
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| 36 | 24.02 | 50 mm dia | | 120 | Rmt. |
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| 37 | 24.03 | 25 mm dia | | 300 | Rmt. |
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| 38 | 25 | Making connection of galvanised steel distribution branch with galvanised mild steel main 20 mm to 40 mm nominal bore by providing and fixing tee including cutting and threading the pipes complete including carriage of material in all leads and lifts: (JINDAL/ TATA MAKE). | | 20 | Each |
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| 39 | 26 | Making connection of galvanised steel distribution branch with galvanised mild steel main 50 mm to 80 mm nominal bore by providing and fixing tee including cutting and threading the pipes complete including carriage of material in all leads and lifts: (JINDAL/ TATA MAKE). | | 1 | Each |
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| 40 | 27 | Providing and fixing C.I. sluice valves ( with hand wheel) as per IS- 780 Class upto 300mm dia (including brass spindle as per IS:2906 class-II for diametres more than 300mm complete with bolts, nuts, rubber insertion etc. ( The tail piece if required shall measured and paid for seperately). i/c carriage of material in all leads & lifts.confirming to BIS specifications & Approved brand of Kirloskar/ Leader/ Zoloto. | | 2 | Each |
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| 41 | 28 | Providing anf fixing spindral fire hydrent with 65mm dia outlet with complete with components including carriage of material in all leads & lifts.Kirloskar/ Zoloto/ Leader. | | 3 | Each |
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| 42 | 29 | Providing and fixing G.I./M.I. union of following sizes (where not included in the items) including carriage of material in all leads & lifts. | | | |
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| 43 | 29.01 | 65 mm dia | | 12 | Each |
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| 44 | 29.02 | 50 mm dia | | 6 | Each |
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| 45 | 29.03 | 25 mm dia | | 14 | Each |
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| 46 | 30 | Constructing chamber 600x600x750 inside size for fire hydrent & sluice valve complete with C.I. surface box 350x550x165mm (inside) with chained lid and R.C.C. top slab 1:2:4 ) 1 cement: 2 sand: 4 graded stone aggregate 20mm nominal size) 100mm thick foundation concrete 1:5:10 (1 cement: 5 sand: 10 graded stone aggregate 40mm nominal size) inside plastering 1:3 ( 1 cement: 3 sand) finished with a floating coat of neat cement including curing complete.i/c carriage of material in all leads & lifts. (a) With 230mm thick walls brick masonry in cement mortar 1: 5 (1 cement: 5 sand) | | 3 | Each |
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| 47 | 31 | Constructing chamber 600mmx600mmx750mm inside sizes for Sluice Valve / Brass full way valve with C.I.surface box 100mm x160mmX180mm deep (inside) with chained lid RCC toip slab 1:2:4 mixed (1 cement :2 saand: 4 graded stone aggregate 20mm nominal size ) 100mm thick foundation concrete 1:5:10 (1 cement :5 sand :10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3(1 cement : 3 sand) finished with a floating coat of neat cement including curing complete including carriage of material in all leads and lifts. a) With 230 mm thick walls brick masonry in cement mortar 1:5(1 cement :5 sand). | | 2 | Each |
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