Department Of Paschimanchal Unnayan Affairs Tender

Water Bound Macadam Sub Base by consolidating Jhama metal / Laterite chelly or stone metal / shingles of specific size in hard crust to requisite thickness (measured after compaction) in layers including screening of metals etc. as necessary, hand packing, sweeping, watering and rolling in stages with power roller to proper line, grade and camber, lighting, guarding & barricading and making necessary earthen bundh of one metre width on each side where necessary to protect edges and preparing the bed by necessary cutting or filling and rolling all complete including the cost of all materials and hire and labour charges of all men and machineries and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) For Construction of Sub Base by consolidating Laterite (90 mm to 45 mm): PWD Schedule (R&B)P-244 It-4.10(ii)

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening / binding materials to fill up the interstices of coarse aggregate, watering including lighting, guarding, barricading and making necessary earthen bundh of one metre width on each side and preparing the bed by necessary cutting or filling, including cost of all materials and hire and labour charges of all men and machinery and compacting to the required density, as per Clause 404 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). ii)Grading-I aggregate(63 mm to 45 mm) using stone screening type B (11.2mm for 75 mm thickness. Pakur varity from nearest railway yard.Kharagpur PWD Schedule (R&B)P-245 It-4.11(ii)(B)

Grading-II Aggregate (53 mm to 22.4 mm) with type-B Screening for 75 mm conpacted thickness. Using manual means Pakur varity from nearest railway yard.Kharagpur PWD Schedule (R&B)P-245 It - 4.11(iii)(B)

Providing and applying primer coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 and requisite quantity on prepared surface of granular base including cleaning of road surface and spraying primer using Mechanical means including cost and carriage of bitumen emulsion and all other incidental costs of work complete as per Clause 502 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (i) For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) PWD Schedule (R&B)P-248 It-5.01(i)

Providing and applying tack coat with Cationic Bitumen Emulsion of approved grade conforming to IS: 8887-1978 on the prepared surface cleaned with Hydraulic broom, moistening the surface including cost and carriage of emulsion, hire charges of machinery and labour, cost of fuel and lubricants all complete as per Clause 503 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (ii) On Granular surfaces treated with primer (Using Bitumen emulsion at the rate of 0.25 to 0.30 kg per sqm.) PWD Schedule (R&B)P-248 It-5.02(ii)

Providing, laying and rolling of Open - graded premix surfacing of 20 mm thickness composed of 13.2 mm (@ 0.018 m³ per m²) and 11.2 mm (@ 0.009 m³ per m²) size stone aggregates, including thoroughly cleaning of the surface, screening, cleaning and pre-heating stone chips and fully pre-coating the same either using viscosity grade paving bitumen or cut-back or emulsion, carrying the mixture by any suitable arrangements, laying the mixture uniformly over the surface, including line, grade and level to serve as wearing course on a previously prepared base, including mixing in Mobile Hot Mix Plant (Light Duty) and thoroughly rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades including the cost and carriage of stone chips and matrix, heating the matrix, preheating the aggregates to required temperature and including the hire charges of Mobile Hot Mix Plant (Light Duty) and other machinery, pay of operators, cost of fuel and lubricants etc. complete to be followed by seal coat of either Type A or Type B as per Technical Specification Clause 508 for Rural Roads of Pakur varity from nearest railway yard.Kharagpur MORD.PWD Schedule (R&B)P-P-254 It-5.11

Providing and laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ 100 m2 and bitumen binder on thoroughly cleaned black top surface coated with tack coat, including heating and mixing cleaned sand/grit (100 % passing through 2.36 mm sieve and retained on 180 micron sieve) uniformly with bitumen binder, laying and spreading the mix at an uniform rate using suitable means, brushing the surface, if necessary, to ensure uniformity, followed by rolling with power roller including the cost and carriage of binder and aggregates, cost of heating the binder and aggregates and all other incidental charges, cost of fuel and lubricants, including hire charges of machineries, tools & plants required for construction and quality control complete as per Clause 511 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). I) By Mechanical Means (i) With Hot Bitumen Binder (@ 6.80 kg / 10 sqm.) PWD Schedule (R&B)P-255 It - 5.13(B)(I)(i)

Supplying, fitting and fixing R.C. Guard Post 1.37 m long with cement concrete 1:2:4 with graded stone chips of 13.2 mm down casting, curing complete including cost of providing 4 Nos. of 12 mm dia rod of length 1.54 m as main reinforcement and 6 Nos. of round shaped 8 mm dia rods used as binders ; the placing of the 1st binder should be at 75 mm below the top finished surface and the other 5 nos. of binders should be placed at 245 mm c/c; the guard post is of octagonal section with inscribed circle of diameter 24 cm at the base tapering to corresponding dimensions of 16 cm at the top including two coats of painting with best quality synthetic enamel paint of approved make and grade to form 6 nos. horizontal alternate bands in white / tannery yellow and black to 90 cm. length standing up above ground after mending good damages if any during striking off shuttering, making hole in ground of 47 cm depth and 30 cm minimum dia, fixing the guard post in the same holes and repacking the earth properly so as to keep the guard posts standing properly erect in correct position true to line and length including carriage of R. C. Guard Post with due care to the site including loading into the truck and unloading at site complete in all respect. With Pakur vareity stone chips . PWD Schedule (R&B)P-267 It -8.17 & 9th Corrigenda

Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as perapproved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). i)80 cm X 60 cm rectangle PWD Schedule (R&B)P-265 It-8.04(ii)

ii) 60 cm circular PWD Schedule (R&B)P-265 It-8.04(iii)

iii) 60 cm equilateral triangle PWD Schedule (R&B)P-265 It-8.04(iv)

Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc. (ii) Ordinary kilometer stone (precast) PWD Schedule (R&B) P-266 It-8.10(ii) 9 th. Corrigend

Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 for Rural Roads of MORD including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. PWD Schedule (R&B) P-276 It-11.01

Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary. PWD Schedule (R&B) P-242 It-4.05

supplying & polytheen sheet(150gm/sqm) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches PWD Schedule (Building) P-45 It-13

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. A. PCC Grade M20 Pakur varity from nearest railway yard.C.K Road (i) Height upto 5m PWD Schedule (R&B) P-295 It-13.01(A)(i)

Supplying R.C spun pipe (NP3) & matching collor as per specification including loading, unloading, carriage & Stacking Properly at site as per instruction of E-I-C inclusive of all texes. 30 cm Dia pipe I&WD western circle-II feb,2015,P-34

Labour charge for laying, fitting & fixing in position RC spun pipe (NP3) with collar in calal banks, roads, including cauiling the joints of collars as when and necessary with cement mortar (1:2) jute and bitumen etc. as approved including preparing sub-grade, flooring including cost & carriage sand, cement etc. complete (excluding cost & carriage of pipes & collors drom departmental stackyard) 30 cm dia. I&WD western circle-II feb,2015,P-30,IT NO7.04(C)

Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface] PWD(WB) BUILDING SCHEDULE page no-164,it no: 02(ii)(b)

Neat cement punning about 1.5mm thick in wall,dado,window sill,floor etc. NOTE:Cement 0.152 cu.m per100 sq.m. PWD(WB) BUILDING SCHEDULE page no-166,it no: 08

(A) Painting with best quality synthetic enamel paint of approved make and brand including smoothening surface by sand papering etc. including using of approved putty etc. on the surface, if necessary : (a) On timber or plastered surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) PWD(WB) BUILDING SCHEDULE page no-176,it no: 8(A)(iv)

Drum Sheet Walling 1.40m (av.) high on Sal-bullah / Eucalyptus bullah piling 10 cm dia. and 3.25m long driven 1.75m (av.) below G.L. and 75cm centre to centre including fitting fixing 3 nos. of half bullah pieces (from 10 cm dia) and drum(empty bitumen) sheet (approved condition) of height 1.5m , cutting and straightening drum sheet (each joint must have lap length of min.50mm) including cost of necessary nails, bolts, nuts etc. and providing 2 to 3m long half bullah ties of 10cm dia. @ 2.25 m centre to centre fixed with 10 cm dia. bullah posts driven 1.5m below G.L. including cost of all materials and one coat of coal tarring to all bullah etc. complete as per direction. PWD Schedule (R&B) P-328 IT NO-18.39

Supplying , fitting &fixing Citizen information board

Box cutting or filling in road embankment in all sorts of soil including spreading the spoils properly over the flank as necessary or on beam to approximate grade & camber & rolling the subgrade with power roller to proper camber & grade as per direction & satisfaction of E-I-C including uprooting & removing plants & jungles when & where necessary. (a) Depth upto 150 mm(Sl no-1 part of 150mm depth)PWD Schedule (R&B) P-266 It-8.10(ii) 9 th. Corrigend P.W.D(W.B) Road Schedule of Rates P-237 It. no. 3.16(a)

b) For each additonal depth of 150 mm and part thereof. (Sl no-1 part of 150mm depth) P.W.D(W.B) Road Schedule of Rates P-237 It. no. 3.16(b)

Supplying, spreading and compacting Sand to required thickness, in layers not exceeding 150 mm to proper gradient and camber, inundating each layer by water and packing and ramming layer by layer to achieve desired compaction, including lighting, guarding, barricading and making adequate earthen bundh where necessary, curing with water as per direction, mending cracks and depressions by ramming wherever necessary P.W.D(W.B) Road Schedule of Rates P-242 It. no. 4.05

Supplying & laying Polythene sheet over damp proof course or below flooring or roof terracing or in foun dation or in foundation trenches. P.W.D(W.B)Building Schedule of Rates P-46 It. no.13

Plain / Reinforced Cement Concrete in Substructure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality, cement and water reducing admixtures, as necessary, including labour, cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge and cost for quality control, sampling, testing etc. all complete as per drawing and technical specification including the cost of necessary form work and staging complete as per drawing and technical specifications. A PCC Grade M20 Pakur varity from nearest railway yard. P.W.D(W.B) Road Schedule of Rates P-280 It. no. 12.05

Supplying, spreading and consolidating Moorum to a depth of 75 mm at desired density and C.B.R. as per specification with power roller to proper gradient and camber including watering as necessary, and lighting, guarding, barricading and making adequate earthen bundh where necessary to protect the edges and curing with water for 2 to 3 days, mending cracks by rolling where necessary including all incidental charges of roller, cost of fuel & lubricants etc. complete as per specification. 75 mm th. P.W.D(W.B) Road Schedule of Rates P-242 It. no. 4.04

Removal of Unserviceable Soil with Disposal upto 1000 metres Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per Technical Specification Clause 302.3.11 for Rural Roads of MORD. (Mode of measurement: pre works and post works) P.W.D(W.B) R&B Schedule of Rates P-235 It. no. 3.10

Filler joint (iv) Providing and filling joint sealing compound as per drawings and technical specifications with coarse sand and 6% bitumen by weight P.W.D(W.B) R&B Schedule of Rates P-306 It. no.14.14