KCJC Church to ICDS Centre

GORKHALAND TERRITORIAL ADMINISTRATION

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

District: KALIMPONG

Name of Work: Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Length: 1.5 km.

SUMMARY OF COST ESTIMATE

BILL DESCRIPTION COST EXCLUDING IGST & LWC (in Rs.) GST @18% (in Rs.) LWC @1% (in Rs.) COST INCLUDING IGST & LWC (in Rs.)

1 Cost of Earthwork

2 Cost for GRANULAR SUB BASE Works

3 Cost for WATER BOUND MACADAM Works

4 Cost for BITUMINOUS Works

5 Cost for Protective Works

6 Cost for Surface Drainage Works

7 Cost for Cross Drainage Works

8 Cost for Road furniture works

Rupees One Crore Eighteen Lakh EightyTwo Thousand Nine Hundred ThirtySeven Only

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

1. CUTTING AND UPROOTING

1.01 Page No. 237 / Item No. 3.04(iii) Earthwork in Cutting to form road section in correct profile in mixed soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m (iii) In mixed hard soil (i,e hard moorum and soil containing laterite and boulders which do not require blasting) 201.2525 cum 109.9 Rupees One Hundred Nine Paise Ninety Only

1.02 Page No. 237 / Item No. 3.04(i) Earthwork in Cutting to form road section in correct profile in ordinary soil including removal of spoils not exceeding initial lead of 50m and initial lift of 1.50m 0.239 cum Rupees SeventyNine Paise Ninety Only

1.03 Page No. 238 / Item No. 3.08 Excavation in Hard Rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections as per Clause 301 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). (Mode of measurement: pre works and post works) 0.127 cum 444 Rupees Four Hundred FourtyFour Only

TOTAL COST FOR CUTTING AND UPROOTING WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

2. GRANULAR SURFACE WORKS

Page No 246 Item No 4.08 B (ii) Granular Sub-base with Graded Material (Table:- 400-1) By Mix in Place Method : Construction of granular sub-base by providing graded material, mixing by mix in place method with Rotavator at OMC, spreading in uniform layers with Motor grader on prepared surface in proper grade and camber, compacting with vibratory roller to achieve the desired density, including lighting, guarding, barricading, including cost of all materials, machinery, tools and plants including cost of quality control complete as per Clause 401 of Specifications for Road & Bridge Works of MoRT&H (5th Revision). Grading – II 637.3125 cum 2490.86 Rupees Two Thousand Four Hundred Ninety Paise EightySix Only

TOTAL COST FOR GRANULAR SURFACE WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

3. WATER BOUND MACADAM WORKS

3.01 Page No 248 Item No 4.11 (ii) B Water Bound Macadam Base Course: 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). Grading-I Aggregate (63 mm to 45 mm) Using Stone Screening Type B (11.2 mm). Manual Means 382.3875 cum 2704.33 Rupees Two Thousand Seven Hundred Four Paise ThirtyThree Only

3.02 Page No 248 Item No 4.11 (iii) B Water Bound Macadam Sub Base WBM-III: 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). Grading-II Aggregate (53 mm to 22.4 mm) Using Stone Screening Type B (11.2 mm). Manual Means cum 2977.28 Rupees Two Thousand Nine Hundred SeventySeven Paise TwentyEight Only

TOTAL COST FOR WATER BOUND MACADAM WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

4. BITUMINOUS WORKS

4.01 Page No 251 Item No 5.01 (i) Prime Coat: 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). For WBM / WMM Surface: (with primer @ 0.70-1.0 kg/sqm) 5098.5 sqm 32.06 Rupees ThirtyTwo Paise Six Only

Page No 251 Item No 5.02 (i) Tack Coat: 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). On Bituminous Surface (Using Bitumen Emulsion at the rate of 0.20 to 0.30 kg per sqm.) sqm 11.29 Rupees Eleven Paise TwentyNine Only

4.03 Page No 257 Item No 5.11 Open-Graded Premix Surfacing using Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty): Open-Graded Premix Surfacing using Shredded Waste Plastic (as per Technical Specification Clause 5.2 of IRC : SP : 98-2013) , Bituminous (Viscosity grade Paving Bitumen / Modified bitumen) Binder and Mobile Hot Mix Plant (Light Duty) 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 precoating 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 MORD. 20mm thick open graded premix carpet using bituminous binder - Providing laying and rolling of open graded premix surfacing of 20mm-----------for road and bridge works of MoRT & H (5th revision) sqm 123.01 Rupees One Hundred TwentyThree Paise One Only

4.04 Page 258 Item No 5.13 B II Seal Coat: 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). sqm 44.45 Rupees FourtyFour Paise FourtyFive Only

TOTAL COST FOR BITUMINOUS WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

5. PROTECTIVE WORKS

5.01 Page 284 Item No 12.01 I (a) (iv) Excavation for Structures Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (iv) Without pumping out water and shoring 0.000 cum 114

Page 22 Item no44 (a) Rubble masonry in cement (1:6) with hard dressed stones from approved quarries and clean, coarse and washed sand including carriage of all materials to site. 0.600 cum 3739 Rupees Three Thousand Seven Hundred ThirtyNine Only

5.03 Page 27 Item no 11 (i) Plum concrete work Plum concrete work with 40 % cement concrete with 30 mm down graded stone metal and 60 % stone boulder of size 150 mm and above, placed in position as directed excluding shuttering if any. 232.82 cum 3304 Rupees Three Thousand Three Hundred Four Only

5.04 Page 332 Item No 18.05 (b) Hire and labour charges for Shuttering Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. b) For portion of Ht above 1m and upto 3m 312.44 sqm 214 Rupees Two Hundred Fourteen Only

5.05 Page 304 Item No 13.03 Weep Hole Providing weep hole (150 X 75mm) in walls including packing brick bats or boulder of approved quality and size at the backsides of walls etc all complete. 392 NOS 117 Rupees One Hundred Seventeen Only

Page 285 Item No 12.03 Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) Earth in filling in foundation trenches and at the back of abutments with good earth (sandy soil) in layers not exceeding 15 cm. including watering and ramming layer by layer complete with earth obtained by fresh excavation from land arranged by Department beyond 150 m. but within 300 m. including all lifts. Earth to be approved by the Engineer-in-charge. 85.785 cum 161 Rupees One Hundred SixtyOne Only

TOTAL COST FOR PROTECTIVE WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

6. SURFACE DRAINAGE WORKS

6.01 "V" Type drain 60cm wide and 30cm deep with 150mm to 230mm thick dressed stone laid on edge including cement concrete,plstering and NCP cost & carriage of all materials to worksite. 600 m Rupees Eight Hundred FourtyEight Paise ThirtyFive Only

6.02 Stone square Box drain 30cm x 60cm with hard dressed stone including cost cement concrete,plstering and NCP cost & carriage of all materials to worksite. 900 m Rupees One Thousand SeventyFour Paise ThirtyTwo Only

TOTAL COST FOR SURFACE DRAINAGE WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

7. CROSS DRAINAGE WORKS

7.01 Construction of 600 Diameter Hume pipe (without drop & Guide) 12 Nos. Rupees SixtySeven Thousand Five Hundred NinetyThree Paise SixtyFour Only

TOTAL COST FOR CROSS DRAINAGE WORKS

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

8. ROAD FURNITURE WORKS

8.01 Page No 270 Item No 8.07 Providing & fixing Concrete Sign Board as per IRC specification of size 900 x 750 x 37 mm. thick made with RCC 1:1½:3 with pakur variety stone chips reinforced with double layer IRC febric (75 x 75 mm. mesh) and fixed with necessary nuts & bolts on two RC precast posts 100 mm. x 150 mm. of height 2.65 m. of which top 750 mm. is of section 100 x 13 mm. and 1.90 metre above GL & 0.75 metre below GL including digging hole, repacking the same with cement concrete 1:3:6 with jhama khoa or with local stone chips etc. complete including painting two coats on both faces lettering sign marks etc. as per direction of the Engineer-in-Charge. 2 Each 2669

8.02 Page 332 Item No 18.07 a Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works.(a) M-15 Grade. Using concrete mixer.Parapet Base Parapet 20.25 cum 5262.98 Rupees Five Thousand Two Hundred SixtyTwo Paise NinetyEight Only

Page No. 332 / Item No. 18.05 (b) Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction: Where staging is not required.Parapet Base, Parapet 166.5 sqm 214 Rupees Two Hundred Fourteen Only

Page No. 189 / Item No. 1 (ii) (b) 3rd Corridenga and Addenda Plaster (to wall, floor, ceiling etc.) with sand and cement mortar, including rounding off corners or chamfering corners as directed and recking out joints or roughening of concrete surface: with (1:4) cement mortar , 15 mm thick plaster sqm 176 Rupees One Hundred SeventySix Only

Page No. 274/ Item No. 8.23 Painting the vertical end faces of posts, wheel guards or railing or parapet with alternate bands of different colours as directed by the Engineer-in-charge with approved synthetic enamel paint.(b) Two Coats sqm 99 Rupees NinetyNine Only

8.06 Traffic SignsProviding 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 per approved drawing and Clause 801 of Specifications for Road & Bridge Works of MoRT&H (5th Revision)

a Page No. 269/ Item No. 8.04(7th corri_addenda) a) 600 mm Equilateral Triangle 8 Each 2761 Rupees Two Thousand Seven Hundred SixtyOne Only

b Page No. 269/ Item No. 8.04(7th corri_addenda) b) 600 mm Circular 6 Each 3700 Rupees Three Thousand Seven Hundred Only

c Page No. 269/ Item No. 8.04(7th corri_addenda) c) 600 mm Square 4 Each 4270 Rupees Four Thousand Two Hundred Seventy Only

8.07 Page 271 Item No 8.10(ii) 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) 3 Each 1730 Rupees One Thousand Seven Hundred Thirty Only

Hectometer Stone (Precast) 6 Each 483 Rupees Four Hundred EightyThree Only

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

6.01. V-TYPE DRAIN

1 Page 284 Item No 12.01 I (a) (iv) Excavation for Structures Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . 0.55125 cum 114 Rupees One Hundred Fourteen Only

2 Page No. 23 Item No. 46 Hand Packed Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site 0.000 cum 2044 Rupees Two Thousand FourtyFour Only

3 Page 332 Item No 18.07 a Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. M15 Grade 0.183 cum 5262.98 Rupees Five Thousand Two Hundred SixtyTwo Paise NinetyEight Only

TOTAL COST FOR V TYPE DRAIN

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

6.02. BOX-TYPE DRAIN

1 Page 284 Item No 12.01 I (a) (iv) Excavation for Structures Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . 0.199 cum 114 Rupees One Hundred Fourteen Only

2 Page No. 23 Item No. 46 Hand Packed Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site 0.24 cum 2044 Rupees Two Thousand FourtyFour Only

3 Page 332 Item No 18.07 a Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. M15 Grade 0.10125 cum Rupees Five Thousand Two Hundred SixtyTwo Paise NinetyEight Only

TOTAL COST FOR BOX TYPE DRAIN

WEST BENGAL STATE RURAL DEVELOPMENT AGENCY, KALIMPONG DIVISION

PRICED SCHEDULE

District KALIMPONG

Name of Work Construction of road from KCJC Church to ICDS Centre Santook, Santook G.P. (Length - 1.50 km)

Sl No. Item No Page No Brief Description of Item Quantity Unit Rate (Rs) Amount (Rs)

7.1.600mm Dia Hume Pipe

0.0 Page 284 Item No 12.01 I (a) (iv) Excavation for Structures Excavation for Structures Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, removing, spreading or stacking of spoils within a lead of 150 m. as directed and including trimming the sides of the trenches, leveling, dressing and ramming the bottom, and backfilling with approved material complete as per direction of the Engineer-in-Charge . I. In all sorts of soil excluding marshy soil & rocks (soft or hard) by manual means. a) upto 3 m depth (iv) Without pumping out water and shoring 6 cum 114

0.0 Page No. 23 Item No. 46 Hand Packed Hand Packed rough dressed stone walls by masons with hard stones from approved quarries including all carriage of materials to site 0.9 cum 2044 Rupees Two Thousand FourtyFour Only

0.0 Page 332 Item No 18.07 a Providing and laying Design Mix concrete for plain /reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, 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 but excluding cost of labour and materials for formwork & reinforcement works. M15 Grade 1.08 cum Rupees Five Thousand Two Hundred SixtyTwo Paise NinetyEight Only

0.0 Page 332 Item No 18.05 (b) Hire and labour charges for Shuttering Hire and labour charges for Shuttering with or without staging upto 4.0 m height using approved stout props with wooden planks/ply wood/steel sheet plate with required bracing for any kind of plain or reinforced concrete works in all sorts of minor structure including culvert, box culvert, crossdrain etc. The rate is inclusive of fitting, fixing and striking out after completion of work as per specification and direction. 5.5 sqm 214 Rupees Two Hundred Fourteen Only

0.0 Page No. 27/ Item No.11 (i) 3rd Corrigenda and Addenda Plum Concrete work with cement concrete(1:3:6) with 30mm down graded stone metal 40% and stone boulders of size 150mm above placed in position as directed excluding shuttering (a) Both Side 0.72 cum 3304 Rupees Three Thousand Three Hundred Four Only

0.0 Page No. 305 / Item No. 13.05 Stone filling on the backside of the walls,abutments, wingwalls etc. including hand packing and carriage and cost of stone.Behind Abut. Both SideTop of H/pipe 2.16 cum 2272.62 Rupees Two Thousand Two Hundred SeventyTwo Paise SixtyTwo Only

0.0 PWD WB ROAD & BRIDGE, 11.03,(D) Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 with spigot socket for culverts on first class bedding of granular material in single row including fixing with cement mortar 1:2 as per Technical Specification Clause 1106 for Rural Roads of MORD. 1000 mm dia 6 M 3516.54 Rupees Three Thousand Five Hundred Sixteen Paise FiftyFour Only

0.0 Loading, Unloading and Stacking RCC spun pipe diameter 600mm 6 m 259.2 Rupees Two Hundred FiftyNine Paise Twenty Only

0.0 Page No. 22 / Item No. 44 (a) 3rd Corrigenda and Addenda Rubble masonry in cement mortar 6:1 with hard dressed stones from approved quarries and clean washed coarse sand 7.56 cum 3739 Rupees Three Thousand Seven Hundred ThirtyNine Only

TOTAL COST FOR 600mm HUME PIPE

Select, At Par, Excess (+), Less (-) IOCL

Tender Inviting Authority: Executive Engineer, West Bengal State Rural Development Agency, Kalimpong Division, Gorkhaland Territorial Administration

Name of Work : Construction of Road from KCJC Church to ICDS Centre under Santook GP, Pedong Block, Kalimpong District [Length 1.500 km]

Contract No : 38 of 2025-26_2

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate Addition / Deduction Addition / Deduction Values Currency Convertion against each Item Quoted Currency in INR / Other Currency BASIC RATE In Figures To be entered by the Bidder Rs. P Excise Duty VAT Freight Charges ( Unloading & Stacking) Any Other Taxes/Duties/Levies Other Taxes 2 IIIrd Party i.e DGS&D / RITES etc Inspection Charges @0.34%+Service Tax Less for Cenvat Credit,if any respect of Supplies Under full Excise Duty Category

Cost of Earthwork 1 Nos. Excess(+) Full Conversion INR

Cost of Granular Sub Base Works 2 Nos. Excess(+) Full Conversion INR

Cost of Water Bound Macadam Works 3 Nos. Excess(+) Full Conversion INR

Cost of Bituminous Works 4 Nos. Excess(+) Full Conversion INR

Cost for Protective Works 5 Nos. Excess(+) Full Conversion INR

Cost for Surface Drainage Works 6 Nos. Excess(+) Full Conversion INR

Cost for Cross Drainage Works 7 Nos. Excess(+) Full Conversion INR

Cost for Road furniture works 8 Nos. Excess(+) Full Conversion INR

Add @ 18% GST on Cost of Construction 9 Nos. Excess(+) Full Conversion INR

Add @ 1% Labour Welfare CESS on Cost of Construction including GST 10 Nos. Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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