CONST. OF SUBMERSIBLE WATER TANK AT SANSAD 1 UNDER MADARAT GRAM PANCHAYAT . ACTIVITY CODE 110163551

FINANCIAL YEAR- 2024-2025

PART A :- CONSTRUCTION OF PUMP HOUSE AND COUNTER (Rate as per the PWD Schedule (Roads) 2018 and PWD Schedule (Building) 2017)

Sl No Item Nos. Length (m) Breadth (m) Height (m) Quantity Unit Ref. of Schedule work Rate(Rs.) Unit Amount(Rs.)

1 Earth work in excavation of foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking the spoils within a lead of 75 m. as directed. The item includes necessary trimming the sides of trenches,levelling, dressing and ramming the bottom, bailing out water as required complete. (a) Depth of excavation not exceeding 1,500 mm. In Footing cum Building schedule Page-1.Sl No. 2(a) 11927 % cum

foundation 2 cum

foundation 2 cum

2 Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity) (Page-2/4 Bldg. Sch.) 936.21 cum

foundation 0.075 cum

3 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. In Tie Beam sqm 3rd CORRIGENDA & ADDENDA Building schedule (P-201/1 3rd Corrigendum of Bldg.Sch. 361 sqm

In Footing 0.375 sqm

4 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 M-20 Grade Using concrete mixer. In Footing As per Rate Analysis attached cum

foundation 0.375 cum

foundation 0.375 cum

5 Re-inforcement for RCC Works JSW/JSPL/ SHYAM/SRMB Building Schedule Page-44.Sl No.40.a)i)II.& 9th Corrigenda wef 1/11/2019 MT

16 mm dia bar in roof beam 4 nos for each beam 1.9 kg

8 mm dia bar in beam Stirrups 150 mm c/c beam 40 kg

16 mm dia bar in Tie Beam 4 nos for each tie beam 16 kg

8 mm dia bar in Tie Beam Stirrups 150mm c/c tie beam 0.86 kg

8 mm dia bar in chajja chajja 28 kg

8 mm dia bar in chajja dist. chajja 3 kg

8 mm dia bar @ 125 mm c/c in Roof Slab short span slab 12 kg

8 mm dia bar @ 125 mm c/c in Roof Slab long span slab 12 kg

6 Hire and labour charges for shuttering with centering and necessary staging upto 4 m using approved stout props and thick 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 (upto roof of ground floor Building schedule Page-42.Sl No. 36(a) 335 sqm

In Tie Beam 4 0.25 x sqm

In Tie Beam 4 x sqm

Roof Beam INNER 4 x sqm

slab side OUTER 4 x sqm

In Roof Slab 1 x sqm

beam bottom 2 0.25 x sqm

7 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. As per Rate Analysis attached cum

In Tie Beam 2 0.25 cum

In Tie Beam 2 0.25 cum

Roof Beam INNER 2 0.25 cum

Roof Beam INNER 2 cum

In Roof Slab 1 0.125 cum

8 Brick work with 1st class brick & cement mortar (1:6) Proportion, In foundation and plinth 250mm 3rd CORRIGENDA & ADDENDA Building Schedule 7 & P-15 of 315 5413 sqm

foundation 2 0.375 cum

foundation 0.25 cum

foundation 0.3 cum

Brick work with 1st class brick & cement mortar (1:6) Proportion, (b) In superstructure, ground floor 250 mm wall 1 cum 3rd CORRIGENDA & ADDENDA Building Schedule 8 & P-15 of 315 5636 cum

125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. parapet 4 x 0.9 sqm 16 & P- 16 of 315 736 sqm

parapet 4 x 0.45

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 With 1:6 cement mortar 15mm thick External & internal wall surface wall outer 2 3.25 sqm 3rd CORRIGENDA & ADDENDA Building Schedule 1 & P- 189 of 315 151 sqm

10 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 With 1:3 cement mortar 10mm thick (c) 10 mm thick plaster 1 sqm 3rd CORRIGENDA & ADDENDA Building Schedule Page-189.Sl No.1(iii)(c) 139 sqm

Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative FLOOR sqm 3rd CORRIGENDA & ADDENDA Building Schedule 35 & P- 64 of 315 920 sqm

Supplying, fitting & fixing 1st quality Ceramic tiles in walls and floors to match with the existing work & 4 nos. of key stones (10mm) fixed with araldite at the back of each tile & finishing the joints with white cement mixed with colouring oxide if required to match the colour of tiles including roughening of concrete surface, if necessary or by synthetic adhesive & grout materials etc. With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg/Sq.m & joint filling using white cement slurry @ 0.20kg/Sq.m.(b) Area of each tile above 0.09 Sq.m (i) Coloured decorative WALL 3rd CORRIGENDA & ADDENDA Building Schedule 35 & P- 64 of 315 1047 sqm

Supplying, fitting & fixing Zn-Al alloy (55% Al & 45% Zn) coating of 150 grams per sq. metre (followed by colour coated on both side) steel sheet work having minimum yield strength of 550 Mpa of trapizoidal profile of approved make (excluding the supporting frame work) fitted and fixed with 55 mm & 25 mm self tapping screw, EPDM Washer 16 mm dia & 3 mm th. washer etc. complete with 150 mm end lap and one corrugation minimum side lap. (Payment to be made on area of finished work). (i) In Roof:- a) With 0.5 mm thick sheet ABOVE WATER TANK 1 sqm Page No: 82 & Item No: 14 619 sqm

M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc. I) For structural members of specified sections weighing less than 22.5 Kg./m Column(40 x 40 x 1.8 squar bar @ 2.12 kg/m) ABOVE WATER TANK 12 2.12 kg/m kg Page No: 99 & Item No: 1 72951 MT

LABORATORY TEST ON Bricks:(i) Determination of Compressive Strength as per IS: 3405 (Part I-IV). 920 per sample 920

16 Display Board +3 STAGE PHOTO + WALL WRITING(gram panchayat name) 1200

PART B :- INSTALLATION OF SUBMERSIBLE PUMP & PLUMBING WORKS (Rate as per the PWD Schedule (Sanitary & Plumbing works) 2017)

Sl No Item Nos. Length (m) Breadth (m) Height (m) Quantity Unit Ref. of Schedule work Rate(Rs.) Unit Amount(Rs.)

7 1HP SUBMERSIBLE MOTOR (CRI/TEXMO AQUA/KSB/CROMPTON) 1 No. AS per Marcket Rate 12115 Each

8 1.0 HP Digital Control Panel for 4W/100W (MANUAL OPRATION) 1 No. 2375 Each

9 Finolex Flat Cable 3 core ( FINOLEX/HABELLS) 1 m 24 M

(U) Male threaded adopter (Brass threaded) 32 mm dia 1 1 each Page 34 , item No. U 433 Each

Supplying, fitting and fixing PVC pipes for underground work of approved make of Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). with all necessary accessories, specials viz. socket, bend, tee, union, cross, elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes, making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories, specials.) 6 m Page 13, item No. 19(III)A 169 m

Supplying fitting & fixing G.I Cap at top 1 1 each Page 54, item No. 18 139 Each

Housing clamp of MS plate of 25 mm width and 20mm thik. With arms extended on both side upto 0.30 m length (each side) with two drilled holes on both side for insention of total 4 nos MS nuts & bolt of 75X20 mm dia size with MS washer etc complete. 100 mm dia

Supply of G.I. plain equal elbow of approved brand and make. 32 MM DIA 1 each Page 105, item No. 07 66 Each

(U) Male threaded adopter (Brass threaded) 25 mm dia 1 1 each Page 34 , item No. U 251 Each

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). (I) Union 2 each Page 17, item No.( I) 19(III) 56 Each

12 Supplying P.V.C. water storage tank of approved quality with closed top with lid - Multilayer. 1000 Lts 1 No. Page 37, item No.6 (d) 5128 Each

(I) Tank connecting nipple 25 MM DIA 3 each Page 31, item No.(I) 115 Each

13 Labour for hoisting plastic water storage tank. Above 1500 litre upto 5000 litre capacity. Upto 1st story from G.L. 1 No. Page 37, item No.10 (ii) (a) 154 Each

14 Labour for punching hole in plastic water storage tank upto 50 mm dia. 3 Nos. Page 38, item No.13 19 Each

15 Supplying, fitting and fixing PVC pipes for underground work ofapproved make of Schedule 80 (medium duty) conforming to ASTMD -1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I). witH all necessary accessories, specials viz. socket, bend, tee, union, cross,elbo, nipple, longscrew, reducing socket, reducing tee, short piece etc. fitted including cost of all materials ,jointing materials, cutting pipes,making threads ,cutting trenches upto 1.5 metre below surface in all sorts of soil and refilling the same as directed complete in all respect. (Payment will be made on the centre line measurement of the total pipe line including all specials No separate payment will be made for accessories,specials.) Page 13, item No.19 (ii)

A) Dia 25 mm 1 m 191 m

A) Dia 15 mm 1 M 61 M

Supply of PVC pipes & fittings Schedule 80 (medium duty) conforming to ASTMD - 1785 and threaded to match with GI Pipes as per IS : 1239 (Part - I).

Elbow Page 14, item No.19 (III

25 MM 8 each 27 each

15 MM 3 each 13 each

Tee 25 mm dia 2 each 36 each

Tee 15 mm dia 2 each 14 each

(L) Reducing Socket (25mm X 15mm) 1 each 26 each

Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007

Ball Valve Page 33, item No. 2 (Q)

Supply of solvent cement (Gum) 2 250 gm Page 19, item No.19 (ii) o 130 250 gm

(V) Female threaded adopter (Brass threaded) 4 each Page 34, item No. 2 (v) 101 Each

Supplying, fitting and fixing bib cock or stop cock.(e) PTMT (Polytetra Bib Cock / Stop Cock ( Prayag or equivalent) 15 mm 15 mm 4 no Page 6, item No.7 154 Each

Abstract of Cost

PART A :- CONSTRUCTION OF PUMP HOUSE AND COUNTER

PART B :- INSTALLATION OF SUBMERSIBLE PUMP & PLUMBING WORKS

TOTAL PROJECT COST

Add 1% Labour Cess(+)

1% extra for contingency(+)

(Rs. ONE lakh SIXTHREE thousand THREE HUNDRED and SIXTHREE rupees only)

Analysis of Rate as per the PWD Schedule (Building Works)

[Incorporation of GST Act, 2017 & All addenda & Corrigenda of SOR, 01.12.2015]

Distance of work site from Baruipur Junction : 15 Km

Any distance up to 5 Km. / Cum

5km to 10 Km Rs. 10.90 / Km / Cum

10 km to 20 Km Rs. 10.10 / Km / Cum

20 Km to 50 Km Rs. 9.50 / km / Cum

50 km to 100 Km Rs. 8.40 / Km / Cum

Any distance above 100 Km Rs. 7.90 / Km / Cum

Total Carriage Cost: / Cum

1. Cement Concrete (M20)with Pakur variety Stone Chips :

DesCription of Item Unit Rate Amount

a) Cost of Course aggregates: (Page-308, Table : T-1 )

i) 20 mm - 0.573 Cum (Page-B-60, Sl No. 3) Per Cum 1482

ii)10 mm - 0.287 Cum (Page-B-60, Sl No. 3) Per Cum 1351

b) Carriage Cost of 0.86 Cum (Page-310, Table : T-2 ) Per Cum

c) Loading and unloading of 0.86 Cum (Page-311, Table : T-3 ) Per Cum 58

Rate Provide as per PWD Item No.- 10.(i) Page- 26 Per Cum 4482

Total Cost at site: Per Cum

1. Cement Concrete (M15)with Pakur variety Stone Chips :

DesCription of Item Unit Rate Amount

a) Cost of Course aggregates: (Page-308, Table : T-1 )

i) 20 mm - 0.66 Cum (Page-B-60, Sl No. 1) Per Cum

ii)10 mm - 0.22 Cum (Page-B-60, Sl No. 1) Per Cum

b) Carriage Cost of 0.88 Cum (Page-310, Table : T-2 ) Per Cum

c) Loading and unloading of 0.88 Cum (Page-311, Table : T-3 ) Per Cum 58

Rate Provide as per PWD Item No.- 4(a) Page- 24 Per Cum 3886

Total Cost at site: Per Cum

3. Rate analysis of Carried Earth

DesCription of Item Unit Rate Amount

(A)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 Mixed Soil Per Cum 89.9

(B)Loading, unloading and stacking by Manual Means. A. Loading in to trucks at the lifting point, unloading at destination, stacking properly in go downs or yard etc. as directed including carriage by head load up to a lead of 50.00 m at each of the two points. (b) Earth @ Rs.77.00/m3 X 75% =Rs.57.75/m3 Per Cum 57.75

(C)Extra for carriage of all kinds of earth by Mechanical Transport: (b) Carriage up to total lead of 2.0 km. Per Cum 106.9

Total Cost at site: Per Cum

4. Rate Analisys of Sand Filling with Silver Sand

Description of Item Unit Rate Amount

A) 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. (Page 286 Item No 12.04) Per Cum 193

B) Cost of Find Sand for 1 cum x 1/0.835= 1.198 cum (Page 222 Item No 4) Per Cum

Total Cost at site: Per Cum

5. Analysis of Rate of RCC Pipes supplied by Contractor:

Carriage of RCC pipes over pucca road upto 600 mm diameter. (Page-230, Item No. 7):

Distance of work site from Bolpur (Nearest Outlet) : 50 Km

Any distance up to 5 Km. / MT

5km to 10 Km Rs. 4.40 / Km / MT

10 km to 20 Km Rs. 4.00/ Km / MT

20 Km to 50 Km Rs. 3.80 / km / MT

50 km to 100 Km Rs. 3.40 / Km / MT

Any distance above 100 Km Rs. 3.20 / Km / MT

Total Carriage Cost: / MT

Supplying,RCC Pipe: (Ex - outlet) a. 600 dia NP-3 spigot (Page-223, Item No. 8):

Description of Item Unit Rate Amount

Supplying,RCC Pipe: (Ex - outlet) a. 600 dia NP-3spigot Per M 2258

Loading, unloading and stacking by Manual Means. points. (j) R.C.C. pipes , C.I. pipes and unreinforced Cement pipes i) 600, 700, 750 & 800 mm dia Per 100 M 2592

Cost of Carriage Per M

Total Cost at site: Per M

BrickWork Rate Analysis:

1st Class brick work all Materials. (page- 332 item no-18.06)

A) 1:6 note:- Construction Wing,…Consolidated rate.= 2235 per cum page 15 buil

B) 1:4 note:- Construction Wing,…Consolidated rate.= 2394 per cum item 7

7.381/- per. Brick & 1 cum = 389 no. brick= 389×7.381 2871.2 per cum

Upto 5 Km. 124 For carriage

5 to 8 Km. 10.9 sub super

A) 1:6 Total= per cum 5306

B) 1:4 Total= per cum 5575

Rate Analysis for Reinforcment

SL. NO. ITEM NO. DESCRIPTION OF ITEMS UNIT Basic rate Rate without GST and Cess Analysis Rate Rate up to 2 decimal place (Rs.)

1 Sl. No. 8 Page no. 15 Reinforcement for reinforced concrete work in all sorts of structures including istribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite length, hooking and bending to correct shape, placing in proper position and binding with 16 gauge black annealed wire at every intersection, complete as per drawing and direction. Cum.

(a) For works in foundation and upto roof of ground floor/upto 4 m . (i) Tor steel/Mild Steel. Unit Quantity Rate Cost

I. SAIL/ TATA/RINL

Annexure-I Format-B

Step - 1 Rate of item as per relevant section of this Schedule (Item No -40 a Page 43) 9th corrigenda Page 1 MT 1

Step - 2 Deduct Issue Rate (Per MT) of respective Quality Steel including 10% Contractor's Profit ,2% sundries, water charges & 5% wastageContractor's Profit X 1.17 (10th corrigenda Annex 1 Format B) (Supplied by the Department) MT 1.17

Step -3 Add Basic Price at outlet of Steel of respective quality including 10% Contractor's Profit ,2% sundries, water charges & 5% wastageContractor's Profit X 1.17 (10th corrigenda Annex 1 Format B) (Supplied by Contractor) MT 1.17

Step -4 Add cost of Carriage from outlet to site with necessary loading,unloading and stacking charges for 1.05 MT Steel (Carriage of Steel materials over pucca road.) (PWD SOR ROAD 18 TABLE 1 PAGE 230 Sl 05) MT 1.05

Step -5 Add Cost of loading & unloading MT 1.05

Final Rate of Item = Rs. A - Rs.B + Rs. C + D =

II. JSW/JSPL/SHYAM/SRMB/ELECTROSTEEL

Annexure-I Format-B

Step - 1 Rate of item as per relevant section of this Schedule (Item No -40 a Page 43) 9th corrigenda Page 1 MT 1

Step - 2 Deduct Issue Rate (Per MT) of respective Quality Steel including 10% Contractor's Profit ,2% sundries, water charges & 5% wastageContractor's Profit X 1.17 (9th corrigenda Annex 1 Format B) (Supplied by the Department) MT 1.17

Step -3 Add Basic Price at outlet of Steel of respective quality including 10% Contractor's Profit ,2% sundries, water charges & 5% wastageContractor's Profit X 1.17 (10th corrigenda Annex 1 Format B) (Supplied by Contractor) MT 1.17

Step -4 Add cost of Carriage from outlet to site with necessary loading,unloading and stacking charges for 1.05 MT Steel (Carriage of Steel materials over pucca road.) (PWD SOR ROAD 18 TABLE 1 PAGE 230 Sl 05) MT 1.05

Step -5 Add Cost of loading & unloading MT 1.05

Final Rate of Item = Rs. A - Rs.B + Rs. C + D =

III. Other manufacturers not specified

Annexure-I Format-B

Step - 1 Rate of item as per relevant section of this Schedule (Item No -40 a Page 43) 9th corrigenda Page 1 MT 1

Step - 2 Deduct Issue Rate (Per MT) of respective Quality Steel including 10% Contractor's Profit ,2% sundries, water charges & 5% wastageContractor's Profit X 1.17 (10th corrigenda Annex 1 Format B) (Supplied by the Department) MT 1.17

Step -3 Add Basic Price at outlet of Steel of respective quality including 10% Contractor's Profit ,2% sundries, water charges & 5% wastageContractor's Profit X 1.17 (10th corrigenda Annex 1 Format B) (Supplied by Contractor) MT 1.17

Step -4 Add cost of Carriage from outlet to site with necessary loading,unloading and stacking charges for 1.05 MT Steel (Carriage of Steel materials over pucca road.) (PWD SOR ROAD 18 TABLE 1 PAGE 230 Sl 05) MT 1.05

Step -5 Add Cost of loading & unloading MT 1.05

Final Rate of Item = Rs. A - Rs.B + Rs. C + D =

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

Tender Inviting Authority: PRODHAN MADARAT GRAM PANCHAYAT

Name of Work: CONST. OF SUBMERSIBLE WATER TANK AT SANSAD 1 UNDER MADARAT GRAM PANCHAYAT . ACTIVITY CODE: 110163551

Contract No: PRODHAN MADARAT GRAM PANCHAYAT

Name of the Bidder/ Bidding Firm / Company :

Sl. No. Item Description Item Code / Make Quantity Units Estimated Rate in Rs. P 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

1.01 CONST. OF SUBMERSIBLE WATER TANK AT SANSAD 1 UNDER MADARAT GRAM PANCHAYAT . ACTIVITY CODE: 110163551 BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

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