PMN/NIT/85/25-26/PMZP/PM,SL-01

Figure

Dressing and Chilchelling Roaf flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.)

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) (i) In ordinary soil

(Lead upto 500 M.)

Water Bound Macadam Sub Base. 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). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening :

Construction of un-reinforced, plain jointed, plain cement concrete pavement over a prepared sub-base with cement, course and fine aggregate conforming to IS : 383 with nominal mix of (1 : 1.5 : 3) concrete, maximum size of course aggregate not exceeding 25 mm., mixed in a place method using concrete mixer and laid in panel as per approved design not exceeding 2.5 m. x 2.5 m. panel size including form work, spreading, compacting and finishing in a continuous operation including provision of contraction, expansion, construction and longitudinal joint as applicable with bitumen joint filler, separation membrane and dowel bar as approved including curing and finishing to lines and grades complete in all respect as per approval of Engineer-in-Charge.

Supplying and laying polythene sheet (150 gm./sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Protective work (Ballah Pilling )Supplying 150 mm dia EUC bullah 4.0 Mtr long & driving 2/3 of length @ 375 mm C/C , Supplying 150 Cm dia tie post 2.5 M long and driving 2.35 M @ 1.8 M C/C and suppling fitting Fixing 12.5 Cm dia tie bars @ 1.8 m C/C , 10 cm dia runners in 3 rows. Suppling gunny bags , filling the same with earth and placing inside the pilling.

Supplying best and approved quality moorum stack at site For Hard Shoulder

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed.

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

Estimated Cost

TOTAL

Total

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

Executive Engineer, ( P.& R.D. ) & District Engineer-in-Charge Purba Medinipur Zilla Parishad

Rate Analysis of Jhama Moorum

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Work site =

Cost of Moorum (V.P. No. 4 of 1st Corrig. )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km (5 x 10.90)

10 Km to 20 Km (10 x 10.10)

20 Km to 50 Km ( 30 x 9.50)

50 Km to 100 Km (50 x 8.40)

100 Km to 164 Km (64 x 7.90)

Loading & Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Cost of Jhama Metal [Page No. - 220, Item No. - 5, (e)]

Cost of Moorum

Labour & Other Cost [Page No. - 245, Item No. - 4.10 (i)]

Total =

Total

Rate Analysis of Supply of Moorum

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Worksite =

Cost of Moorum (V.P. No. 4 of 1st Corrig. )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km (5 x 10.90)

10 Km to 20 Km (10 x 10.10)

20 Km to 50 Km ( 30 x 9.50)

50 Km to 100 Km (50 x 8.40)

100 Km to 164 Km (64x 7.90)

Loading, Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Total

Rate Analysis of Earthwork

Earthwork in excavation from borrow pits (lead upto 50 m)

Lead 50 m to 200 m

Lead 200 m to 500 m

Total

Total

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

Details Estimate for Construction of concrete road from Kolsor P.W.D. Pucca road to Kolsor Pry. School within Nandakumar Panchayat Samity in the Dist. of Purba Medinipur under 3rd S. F.C. [ Length - 370 Mtr. Width-3.00 Mtr.]

Supplying best and approved quality moorum stacking at site. 370.00 x 40% x 3.00 x 0.05 x 1/0.67 = 33.13 m3

Single brick Flat soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. 2 x 370 x 0.25 = 185.00 m2

Providing & laying cement concrete, with or without reinforcements, in any part of foundation / sub-structure / super-structure or bridges / culverts with graded stone chips of specified nominal sizes, including screening and cleaning of coarse aggregates and sand, cost of curing of coarse aggregates and sand, cost of curing with water, including cost and carriage of all materials but excluding cost of formwork and reinforcement works complete. a) 1 : 2 : 4 with approved stone chips 2 x 370 x 0.25 x 0.075 = 13.88 m3 2 x 370 x 0.15 x 0.075 = 8.33 m3 22.21 m3

Supplying and laying polythene sheet (150 gm./sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. 370.00 x 3.00 = 1110.00 m2

Labour for spreading Moorum in layers, including compacting manually by hand rammer as per direction of E.I.C., including necessary watering complete in all respect. 370.00 x 40% x 3.00 x 0.05 = 22.20 m3

Providing form work and staging including hire and labour charges for the same as required for foundation concrete works of depth not exceeding 500 mm and for concrete works in vertical faces of parapet curb , road curb , cable tray , cable tray cover, rail post so as to give good concrete finish including stripping off and removing after completion of work as per specification. 2 x 370 x 0.20 = 148.00 m2 186 x 3.00 x 0.20 = 111.60 m2 2 x 370 x 0.225 = 166.50 m2 2 x 370 x 0.15 = 111.00 m2 537.10 m2

Providing and laying DesignMix concrete for reinforced concrete work in any part of bridge (excluding bottom plugging) with coarse aggretates 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 E.I.C.and cost for quality control, sampling, testing etc. all complete but excluding cost of labour and materials for formwork & reinforcement works. a) M-30 Grade using concrete mixer. 370.00 x 3.00 x 0.20 = 220.00 m3

(a) Applying 2 coats of bonding agent with synthetic multi functional rubber emulsion having adhesive and water proofing properties by mixing with water in proportion (1bonding agent :4 water : 6 cement ) as per manufacturer's specification. (220.00 x 420 ) ÷ 50 x 100 gm/Bag = 185.00 Kg.

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. 186.00 x 3.00 x 0.01 x 0.20 = 1.116 m3

Close bamboo walling made of 65 mm. to 75 mm. dia. bamboos (in single line) driven about half length into the ground side by side, with stout stays at an interval of 1 m., 3 Nos. of half split bamboo runner of same dia fitted and fixed with nails etc. complete as per direction. (Measurement to be taken along the length of piling after finishing the works.) c) With bamboos of length above 2.50 m. and up to 3.00 m. each.

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods and to fill up back of abutments depressions and ruts with an initial lead up to 500 m. and initial lift up to 1.50 m. taking bunds at top as directed dressing complete. (For petty emergent works). a) In ordinary soil. 50 x 1.50 x 1.20 = 90.00 m3 2 x 370.00 x 0.30 x 0.60 = 133.20 m3 223.20 m3

Rolling subgrade by power roller in all sorts of soil to proper camber and grade including watgering as per direction and satisfaction of E.I.C. 370.00 x 3.50 = 1295.00 m2

Estimated Cost

Rate analysis of M-20 grade concrete.

Distance

Dankuni to Kolaghat More

Kolaghat to work site

13.20 mm. size stone chips

Cost of Materials

Cost of Carriage

0 Km. to 5 Km.

5 Km. to 10 Km.(5 x10) =

10 Km. to 20 Km. (10 x 9.2) =

20 Km. to 50 Km. (30 x 9) =

50 Km. to 90 Km.(50 x8.70)=

Loading & Unloading =

Cost of 13.20 mm. stone chips 0.90 x 2/3 x2179.50 =

Cost of 11.20 m2 stone chips 0.90 x 1/3 x 2051.50 =

Labour and others charges =

ADD : 1% Cess

Rate analysis of moorum :

Distance

Khansul to Kharagpur

Kharagpur to Kolaghat More

Kolaghat to work site

Cost of Materials at quari

Cost of Carriage

0 Km. to 5 Km.

5 Km. to 10 Km.(5 x10) =

10 Km. to 20 Km. (10 x 9.2) =

20 Km. to 50 Km. (30 x 9) =

50 Km. to 100 Km.(50 x8.70)=

100 Km. to 108 Km. (8 x 8.00) =

Loading & Unloading =

ADD : 1% Cess

500 Mtr. Lead earth

Cutting of borrow pit earth

Carried up to 150 mtr. (2 x 5.10)

Carried up to 150 mtr. To 500 (7 x 6.10)

ADD : 1% Cess

Rate analysis of B.S.F. :

Cost of Bricks

Rate analysis of 1:2:4 concrete :

Cost of materials 13.20 stone, 0.88 x 2/3 x 2179.50 =

Cost of 11.20 mm. stone 0.88 x 1/3 x 2051.50 =

Labour and other charges

ADD : Cess 1%

Rate Analysis of Stone Dust

Cost of Stone dust

Labour and other cost

Add 1% cess

Total cost for 1m3 stone dust

Rate Analysis of Brick Aggregate And Sand

Cost of brick aggregate

Csost of medium sand

Labour and Other cost ( Item No: 4.09(i) Page :244

TOTAL

Rate Analysis of Moorum Consolidation

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Work Site =

Cost of Moorum (V.P. No. 219,It.No-7 )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km

10 Km to 20 Km

20 Km to 50 Km

50 Km to 100 Km

Above 100 Km

Loading, Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Total

Cost of Moorum

Labour & Other cost Vide page No: 242 Item No: 4.04

Total Rs. =

Total Rs. =

Rate Analysis of Jhama Moorum

Carrige Distance of Moorum from Khamasuli to Work site

Khamasuli to Haldia More =

Haldia More to Work site =

Cost of Moorum (V.P. No. 4 of 1st Corrig. )

Carriage (Page No. – 228, Item No. – 3.)

Upto 5 km

5 Km to 10 Km (5 x 10.90)

10 Km to 20 Km (10 x 10.10)

20 Km to 50 Km ( 30 x 9.50)

50 Km to 95 Km (50 x 8.40)

100 Km to 115 Km (15 x 7.90)

Loading & Unloading [Page No. - 225, Item No. - 1.03, (a)]

Total Rs. =

Cost of Jhama Metal [Page No. - 220, Item No. - 5, (e)]

Cost of Moorum

Labour & Other Cost [Page No. - 247, Item No. - 4.10 (i)]

Total =

Total

Name of the work :

Figure

Supply of split AC unit with high wall mounted indoor unit and outdoor condencing unit Hermetically sealed Rotatary compressor suitable for operation on 230V, 50Hz, 1Phase AC supply capable of performing cooling dehumidifying air circulating and filtering with cooling and condensing units with 3 mts of required size of copper piping duly insulated and 3 core copper flexible chord of required length and cordless remote controlfor following capacity with operating on refrigerant R32 makes Daikin/Hitachi or approve make. (AE -1 Ton-2 nos ,Establishment Section -2 Ton 1 no, SAE Section -2 Ton 1 no, Guest Room-2 Ton 1 No )

Installation Testingh and commissioning of above unit

Supplying & Fixing mounting Bracket

supplying & fixing additional refrigerent pipe exceeding 3 mtr

Supplying and laying 3/4 core 2.5 sq mm pvc insulate pvc sheathed unarmoured copper cable

Wiring in 1.1 KV grade single core stranded 'FR' PVC insulated & unsheathed copper wire (Brand approved by EIC) of following sizes in 25mm PVC casing-capping (Precision make) incl. necy. PVC clips, fittings etc. 2 x 56/0.3 (4 sqmm) + 1 x 36/0.3 (2.5 sqmm)

Supply & Fixing 240 V, 6 /16A, 3 pin Modular type plug socket (Brand approved by EIC) with 16A Modular type switch, without plug top without switch board with 3 Module top cover plate wall incl. S&F switch board and cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc.

Supply & Fixing 240 V, 25A Modular starter (Brand approved by EIC) on existing GI Modular type switch board with top by EIC) on existing GI Modular type switch board with top cover plate and making necy. connections with PVC Cu wire and earth continuity wire etc.

Wall panelling / partition with Melamine faced 3 layered flat pressed wood article board of approved make and brand as per directionof Engineer-in Charge of requisite grade bonded with phenol formaldehyde synthetic resin conforming to IS:848-1974(excludingthecostof supporting frame work and teak wood battens / lipping) interior grade 12 mm thk

Total

Add: @18.00% GST

Total

Add: @1.00% Cess

Total

Rupees Three Lakhs Forty Nine Thousand Seven Hundred Nine Only

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

District Engineer Purba Medinipur Zilla Parishad

Name of the work :

Figure

Dressing and Chilchelling Road flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.)

Construction of Sub Base using Local Materials: spreading in uniform layers with Motor grader on prepared surface, including screening the metal as necessary, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, lighting, guarding and barricading including cost and carriage of all materials and making necessary earthen bundh of one metre wide on each side to protect the edges complete as per Clause 401 of Specifications for road & Bridge Works of MoRT&H (5th Revision). (i) For Construction of Sub Base by compacting 1st class brick aggregates (40 mm down) and sand (in proportion of 60:40).

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge.

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches.

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed.

UC Bullah Pilling (15 cm dia @ 75 cm c/c Single Row) 1.73 m (av.) high on eucayptus bullah pilling 15 cm & 10 cm dia and 5.0 m long drivn 3.34 m (av.) below G.L. and 75 cm centre to centre including fitting, fixing 4 nos of 10 cm dia Eucalyptus bullah, cost of necessary nails bolt, nuts etc. and providing 2.5 m long eucalyptus bullah ties of 12.5 cm dia @ 1.5 m c/c fixed with 15 cm dia 2.50 m length bullah post driven 2.35 m below G.L. including cost of all matereials and two coat of coal terring to all eucalyptus bullah, placing of ce,ment bags filled with earth etc. complete as per direction of Engineer-in-Charge.

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. (The rate is inclusive of cost of reinforcement, concrete, shuttering, nuts & bolts, washer etc. complete.)

Total

Add: @18.00% GST

Total

Add: @1.00% Cess

Total

Sub-Assistant Engineer Purba Medinipur Zilla Parishad

District Engineer Purba Medinipur Zilla Parishad

Estimate for Upgradation of Road from Chak Sriradha Serajul Khan house to Rajnagar Baharjola Bazar under Anantapur - I G.P. within Tamluk Panchayat Samity in the District of Purba Medinipur

Rates are based on “PWD Schedule of Rates Road & Bridge Works – 2018 (W.E.F. 30.08.2018) and Building Works (Volume – I) effect from 01.11.2017 & 3rd Corrigenda & Addenda of Dated – 04.06.2018”.

Dressing and Chilchelling Road flanks including cutting and filling with earth upto 150mm thickness finished with outward cross grade of 1 in 30 (Extra quantity of earth for filling shal be obtained from road side borrow pits.) [Page No. - 271, Item No. - 10.01]

Water Bound Macadam Sub Base. 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). (i) For Construction of Sub Base by consolidating Jhama metal (63 mm to 45 mm) with moorum screening : [Page No. - 244, Item No. - 4.1(i)]

Ordinary Cement concrete (mix 1:1.5:3) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement if any, in ground floor as per relevant IS codes. (i) Pakur Variety [Page No. - , Item No. - ]

Earthwork in excavation from borrow pits (land owned/arranged by the Department) and depositing in layers of 250 mm. including breaking clods in embankment works and to fill up back of abutments, depressions and ruts with an initial lead up to 50 m and initial lift up to 1.5 m making bunds at top as directed dressing complete. (Borrow pit measurement) In ordinary soil (ii) Beyond 200 m & up to total lead of 500 m [Page No. - 234, Item No. - 3.01(i)]

sides x

For Pilling Protion

Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and hick hard wood planks of approved thickness with required bracing for concrete slabs, beams and columns, lintels curved or straight including fitting, fixing and striking out after completion of works (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In- Charge. [Page No. - 43, Item No. - 36 (f)]

For Sides

sides x

For End & Intermediate Portion

Supplying and laying Polythene Sheet (150gm / sq.m.) over damp proof course or below flooring or roof terracing or in foundation or in foundation trenches. [Page No. - 47, Item No. - 3]

Bituminous filler of approved type in expansion joints of dummy joints including finishing the top surface as directed. [Page No. - 277, Item No. - 6]

UC Bullah Pilling (15 cm dia @ 75 cm c/c Single Row) 1.73 m (av.) high on eucayptus bullah pilling 15 cm & 10 cm dia and 5.0 m long drivn 3.34 m (av.) below G.L. and 75 cm centre to centre including fitting, fixing 4 nos of 10 cm dia Eucalyptus bullah, cost of necessary nails bolt, nuts etc. and providing 2.5 m long eucalyptus bullah ties of 12.5 cm dia @ 1.5 m c/c fixed with 15 cm dia 2.50 m length bullah post driven 2.35 m below G.L. including cost of all matereials and two coat of coal terring to all eucalyptus bullah, placing of ce,ment bags filled with earth etc. complete as per direction of Engineer-in-Charge.

TOTAL

Add: GST @12.00%

TOTAL

Add: CESS @1.00%

TOTAL

Add: CONTIGENCY @1.00%

TOTAL

Rupees Forty One Lakhs Ninety Nine Thousand Five Hundred Thirty Eight Only

Rate analysis of NP3 Pipe

Tamluk to Nandakumar More

Nandakumar More to Work Site

Total distance

Carriage (Page No. - 227, Item No. 3)

Lead upto 5 Km (per M)

Lead from 5 Km to 10 Km(per M)@ Rs. 4.40

Lead from 10 Km to 20 Km(per M) @ Rs. 4.00

Lead from 20 Km to 50 Km(per M) @ Rs.3.80

Lead from 50 Km to 100 Km(per M) @ Rs. 3.40

Lead above 100 Km(per M) @ Rs. 3.20

Loading, Unloading (per M3) [Page No. - , Item No. - )]

Total

Ex Outlet (Including overhead + Contractors profit

Medium Sand

Base rate including Labour,T& P Machinary

Total

So, gross total rate of concrete per Cum

Percentage BoQ

BoQ_Ver3.0

Bidder Name :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Supply Installation Testing and Commissionig of Air conditioner Machine in the chamber of Assistant Engineer ,Establishment section Sub-Assistant Engineer section & Guest Room at Purba Medinipur Zilla Parishad, Contai Sub Division Office.