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| 1 | Earthwork in cutting to form road section in correct profile includingremoval of spoils not exceeding initial lead of 50m and initial lift of1.5m (Mode of measurement: pre works and post works) (ii) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) (Ref : PWD (Rds & Brdgs)-2018 It. No. 3.04 Page No.237 |
| 2 | Picking up and removing old bituminous layer or sand sealing coatfrom old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed.(a) By manual means :(iii) Above 100 mm thick. ( Ref :PWD (Rds & Brdgs)-2018, It. No.18.02 Page No.331) |
| 3 | Supplying, spreading and compacting Sand to required thickness, inlayers 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.Note:- Add cost at site of the materials to arrive at the complete rate. The compaction factor for dry, clean sand may be taken as 0.835. (The payment is to be made on the basis of finished compacted volume). (a) For Fine Sand ( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.05 PageNo.245 & page-222 sl. No-3) |
| 4 | Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( Ref:PWD (Bldg.)-2017, It. No. 1, Page No.14 & 3rd Corrigenda Addenda dtd-04.06.18,P-1) |
| 5 | Water Bound Macadam Sub Base by consolidating Jhama metal /Laterite chelly or stone metal / shingles of specific size in hard crustto 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 fillingand 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 Brick Bats / Laterite(90 mm to 45 mm)( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10 (ii) Page No.247&page-222 sl. No-5 (f)) |
| 6 | Water Bound Macadam Sub Base by consolidating Jhama metal /Laterite chelly or stone metal / shingles of specific size in hard crustto 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 fillingand 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).(i) For Construction of Sub Base by consolidating Jhama metal/ Laterite (63 mm to 45 mm) (Moorum replaced with course sand)( Ref :PWD (Rds & Brdgs)-2018, It. No. 4.10(i) Page No.247 &page-222 sl. No- 1 & 5 (e)) |
| 7 | Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.(a) 1:3:6 proportion ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No.23 &3rd Corrigenda Addenda dtd-04.06.18, P-9 & 10) |
| 8 | Providing and laying bituminous macadam with Mobile Hot Mix Plant(Light Duty) using approved crushed aggregates of specified grading as per Table 500.7 premixed with bituminous binder, transported to site laid over a previously prepared surface at specified laying temperature by means of approved and suitable arrangements to the required grade, level and alignment and rolled with suitable power roller for break down, inter-mediate and finished rolling as per specification to achieve the desired compaction including cost andcarriage of stone materials and bitumen, hire charges of machinery and equipment, cost of fuel and lubricants and wages of operational staff, quality control complete as per Specifications for Road & Bridge Works of MoRT&H (5th Revision).B. For Grading II, (19 mm nominal size, 50-75 mm thick.) [Note: Using bitumen grade-VG-40 (30/40)]( Ref :PWD (Rds & Brdgs)-2018, Page No.213(Table No.3.3?1) & Page No. 251 & 252, It. No. 5.04 , Chapter-1, pg-227, I-1.03,pg-230,Table-I , Table III-1 pg-224, Table no.I-2 of pg-219, pg-220Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i), Pg-230,Table-I, It-4,) |
| 9 | Providing and applying tack coat with Cationic Bitumen Emulsion ofapproved 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.) ( Ref :PWD (Rds & Brdgs)-2018, Page No.213 (Table No.3.3?1) & Page No. 251, It. No.5.02, Table no.I-2 of pg-219, pg-220 Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i), Pg-230,Table-I, It-4,) |
| 10 | Providing and applying tack coat with Cationic Bitumen Emulsion ofapproved 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).(i) On Bituminous Surface. (Using Bitumen Emulsion at the rate of0.20 to 0.30 kg per sqm.) ( Ref :PWD (Rds & Brdgs)-2018, Page No.213(Table No.3.3?1) & Page No. 251, It. No. 5.02, Table no.I-2 of pg-219, pg-220 Format-B, PWD(R&B) 2018, pg-228 item-1.03 (i), Pg-230,Table-I, It-4,) |
| 11 | Transportation and laying 40 mm thick hot asphaltum mixture fromkmc plant to the work site including rolling but excluding the cost of tack coat (covered area- 1250 square meter per 100 mt hot-mixture) a) without paver finisheri) Night Time ( Ref :As per KMC Rates, taxes, fees & Charges for the year 2019-2020, As per present market Price, Rate appvd. By D.G.(Civil) Circular No-21 of 2016-17 dtd-25.10.16 vide resolutionMIC meeting (Item no-M-29.22 dtd-21.09.16), Mpl. Secretary Circullar no-02 of 2018-19 dtd.04.04.2018 ) |
| 12 | Supplying and laying factory made flat channel stone of cementconcrete M-20 (1:1.5:3) machanicaly vibrated; size 500mm X 300mm X 100 mm; making joints with cement mortar (1:4) incldg cost of all materials and labours but excluding the cost of under bed (forroad-diveder) ( Ref :Rate based on PWD Current SOR [PWD(B)2017,p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 ,p-191 (i -6) and 3rd Corr. & Adda, page-52,PWD-2018(R & B)p-332 (it -18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2pg-226, ) |
| 13 | Supplying and laying factory made Vertical Kerb Stone of cementconcrete M-20 (1:1.5:3) machanicaly vibrated, size 500mm X 450mmX 150mm tapered at top, making joints with cement mortar (1:4)incldg cost of all materials and labours but excluding the cost of under bed (Forr Road-Diveder) ( Ref :Rate based on PWD Current SOR [PWD(B) 2017,p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018, p-303 ,p-191 (i -6)and 3rd Corr. & Adda, page-52,PWD-2018(R & B)p-332 (it-18.05)), Chapter-1, pg-227 I-1.03, pg-230,Table-I , Table III-2 pg-226, ) |
| 14 | (b) Priming one coat on timber or plastered surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. ( Ref :PWD (Bldg.)-2017, It. No. 1, Page No. 200) |
| 15 | Painting with best quality synthetic enamel paint of approved makeand 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 :(ii) Two coats (white in shade) ( Ref :PWD (Bldg.)-2017, It. No. 2, Page No. 200) |
| 16 | Painting with best quality synthetic enamel paint of approved makeand 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 :(iv) Two coats (with any shade except white) ( Ref :PWD (Bldg.)-2017, It. No. 2, Page No. 200) |
| 17 | Raising manhole cover and frame with CBW (1:4), 375 mm thick upto 100mm high with 20mm thick sand and cement plaster including finishing with neat cement after cutting the asphaltum pavement and taking out and re-fixing the existing manhole cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. ( Ref :Rate based on PWD Current SOR,PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a),p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226, PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date04.06.2018, p-192 (it -15), p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018,p-303 ,p-191 (i -6)and 3rd Corr. & Adda, page-52, p-303, p-269 (it -1) and 1st Corria & Adda, Page-4, Date 08.01.2018, page-12 (item -13)) |
| 18 | Raising gully pit cover and frame with CBW (1:4), 250 mm thick up to100mm high with 20mm thick sand and cement plaster with neat cement after dismantiling the existing setting and taking out and refixing the existing cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. ( Ref :Rate based on PWD Current SOR, PWD(R&B) 2018, p-233 (it -2.05), p-332(it-18.06), p-222 sl-5(a),p-332 (it -18.05)), pg-227, I-1.03, pg-230,Table-I , Table III-2 pg-226, PWD(B) 2017 , p-189 (it -1) and 3rd corria. & Adda., p-49&50, Date04.06.2018, p-192 (it -15), p-26 (it -10(i)), consumption chart pg-B-60, sl-3 and Annex-II , Format-A & 3rd Corr. & adda. dtd-04.06.2018,p-303 ,p-191 (i -6)and 3rd Corr. & Adda, page-52, p-303, p-269 (it -1) and 1st Corria & Adda, Page-4, Date 08.01.2018, page-12 (item -13)) |
| 19 | Removal of rubbish,earth etc. from the working site and disposal ofthe same beyond the compound, in conformity with the Municipal / Corporation Rules for such disposal, loading into truck and cleaning the site in all respect as per direction of Engineer in charge. ( Ref:PWD (Bldg.)-2017, It. No. 13, Page No.12) |
| 20 | Sub Total |
| 21 | GST 12% |
| 22 | CESS 1% |
