PMN/NIT/74/25-26/PMZP/PM,SL-03

Purba Medinipur Zilla Parishad

NIT No.- 74 of 2025-2026, Sl No.- 03

ABSTRACT COST FOR THE PROJECT

ITEM OF WORKS COST

A. GROUP - A Civil Work. Rs.

B. GROUP - B Sanitary & Plumbing Works. Rs.

C. GROUP - C Electrification Works. Rs. 62551

Add : GST @ 18.00% Rs.

Add : Cess @ 1.00% Rs.

TOTAL TENDER AMOUNT OF THE PROJECT Rs.

Rupees Eleven Lakhs Ninety Nine Thousand Nine Hundred Ninety Nine Only

District Engineer Additional Executive Officer

Purba Medinipur Zilla Parishad Purba Medinipur Zilla Parishad

Tender Inviting Authority Additional Executive Officer, Purba Medinipur Zilla Parishad

Contract No. NIT No.- 74 of 2025-2026, Sl No.- 03

GROUP - A : (Civil Work)

Sl. No. Brief Description of the Item of Works Total Qty. Unit Rate (Rs.) Words Amount (Rs.)

1 Surface Dressing of the ground in any kind of soil including removing vegetation inequalities not exceeding 15 cm depth and disposal of the rubbish within a lead upto 75 m as directed. 60 m2 10 Rupees Ten Only

2 Earthwork in excavation in foundation trenches or drains, in all sorts of soil (including mixed soil but excluding laterite or sandstone) including removing, spreading or stacking………… (a) Depth of excavation not exceeding 1,500 mm. 29.91 m3 119.27

b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. 0.000 m3 192.38 Rupees One Hundred Ninety Two And Thirty Eight Paise Only

3 Earth work in filling in foundation trenches or plinth with good earth, in layers not………. 13.08 m3 Rupees Seventy Seven And Fifty Four Paise Only

4 Filling in foundation or plinth by silver sand in layers not exceeding 150 mm as directed…….. (B) Do - by fine sand. 31.79 m3 851.73 Rupees Eight Hundred Fifty One And Seventy Three Paise Only

5 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand…………… 35.6 m2 348 Rupees Three Hundred Forty Eight Only

6 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. 57.23 M2 24 Rupees Twenty Four Only

7 Ordinary Cement concrete (mix 1:2:4) with graded stone chips (20 mm nominal size) excluding shuttering and reinforcement,if any, in ground floor as per relevant IS codes.a) Pakur Variety a) In ground floor 0.999 m3 5471.02 Rupees Five Thousand Four Hundred Seventy One And Two Paise Only

8 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……………. 24.84 m3 6021.13 Rupees Six Thousand Twenty One And Thirteen Paise Only

9 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..………………………………… (f) 25 mm to 30 mm thick wooden shuttering with out staging 67.17 m2 205 Rupees Two Hundred Five Only

(a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Above plinth with stagging 0.999 m2 324 Rupees Three Hundred Twenty Four Only

10 Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc initial straightening and removal of loose rust (if necessary), cutting to requisite………… (a) For works in foundation, basement and upto roof of ground floor/upto 4 m II. JSW/JSPL/SHYAM/ SRMB/BMASL/ELECROSTEEL/SSL Gr. Floor 0.000 MT 55099.1 Rupees Fifty Five Thousand Ninety Nine And Ten Paise Only

11 Brick work with 1st class bricks in cement mortar (1:6) (A) In foundation and plinth. Wall above Foundation Beam up to Tie Beam 2side 0.999 M3 5198 Rupees Five Thousand One Hundred Ninety Eight Only

(B) In Superstructure 12.03 M3 5420 Rupees Five Thousand Four Hundred Twenty Only

12 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. 27.47 M2 712 Rupees Seven Hundred Twelve Only

13 25mm. thick damp proof course with cement concrete with stone chips (1:1.5:3) [with graded stone aggregate 10 mm nominal size] and admixture of water proofing compound as per manufacturer's specification followed by two coat of polymer based paint, (1st coat after 4 to 5 days of concrete laying and 2 nd coat just before brick masonry work) as directed (cost of water proofing compound & polymer based paint to be paid separately).( Chequering not required over concrete or painted surface). 5.76 M2 186 Rupees One Hundred Eighty Six Only

14 Supplying and laying true to line and level Anti-Skid, Full Body, Homogeneous & Granular finish Vitrified Tiles conforming to IS:15622-2006 & IS 4457-2007 and testing shall be made in accordance with IS:13630 [Non- modular sizes for tiles with Skid resistance > 0.5, Mohr's hardness > 5.0, Staining resistance: Class-1, Water Absorption: E < 0.5%], MOR > 35 N/sq.mm in Internal area of building e.g. Toilet Block, Passage, Corridor, Accessible Open Terrace etc. set in 20 mm sand cement mortar (1:4) and 2 mm thick cement slurry at back side of tiles using cement @ 2.91 Kg./Sqm or using Polymerised Adhesive (6 mm thick layer applied directly over finished artificial stone floor/ Mosaic etc without any backing course) laid after application slurry using 1.75 Kg of cement per Sqm below mortar only, joints grouted with admixture of white cement and colouring pigment to match with colour of tiles/ epoxy grout materials of approved make as directed and removal of wax coating of top surface of tiles with warm water and polishing the tiles using soft and dry cloth upto mirror finish complete ncluding the cost of materials, labour and all other incidental charges complete true to the manufacturer's specification and direction of Engineer-in-Charge. (White cement, synthetic adhesive and grout material to be supplied by the contractor) b) In Ground Floor: Sizes-300 mm x300mm x10 mm with breaking strength > 23.62 M2 897 Rupees Eight Hundred Ninety Seven Only

15 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. (b) Wall - 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.Area of each tile above 0.09 Sq.m - Coloured decorative 80.38 M2 1097 Rupees One Thousand Ninety Seven Only

16 Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia etc. with 15 mm thick [avg] cement mortar (1:2) including making suitable arrangements to hold the stones properly by brass / copper hooks including pointing in cement mortar (1:2) (1 white cement : 2 marble dust) with admixture of pigment matching the stone shades all complete as per direction of the Engineer-in-charge including cost of all materials, labours, scaffolding, staging ,curing and roughening of concrete surface c omplete. Area of each Granite slab > 0.6 upto 1.0 square metre. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m] For Changing Room Shelves 6.72 M2 2311

17 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………………….., (i) With 1:6 cement mortar (b) 20 mm thick plaster(1:6) 100.67 M2 159 Rupees One Hundred Fifty Nine Only

i) With 1:6 cement mortar (C) 15 mm thick plaster 116.17 M2 139 Rupees One Hundred Thirty Nine Only

(ii) With 1:4 cement mortar (c) 10 mm thick plaster 0.000 M3 125 Rupees One Hundred Twenty Five Only

18 Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc NOTE:Cement 0.152 cu.m per100 sq.m. 28.63 M2 34 Rupees Thirty Four Only

19 Acrylic Distemper to interior wall, ceiling with a coat of solvent based interior grade acrylic primer (as per manufacturer's specification)including cleaning and smoothning of surface. Two Coats (Same as inside pluster) 1st Floor 41.74 M2 70 Rupees Seventy Only

20 Cement washing including cleaning and smoothening surface thoroughly (cement to be used @15 kg./100 sq.m. of surface for one coat and @25 kg./100 sq.m of surface for two coats): [In Ground Floor] (i)Out Side (G. floors) 96.12 M2 14.24 Rupees Fourteen And Twenty Four Paise Only

21 Protective and Decorative Acrylic exterior emulsion paint of approved quality, as per manufacturer's specification and as per direction of EIC to be applied over acrylic primer as required. The rate includes cost of material, labour, scaffolding and all incidental charges but excluding the cost of primer. In Ground Floor: (Two Coat) ( Same as out side wall pluster) a) Normal Acrylic Emulsion (i)Out Side (G. floors) 96.12 M2 67 Rupees Sixty Seven Only

22 M.S. gate of Jail type as per approved design made of strong M.S.frame work, intermediate stiffeners and round / square bars or angles. M.S. sheet (not less than 14 gauge) gussets, cleats etc. including necessary riveting, bolting, welding, locking and hanging arrangements, fitting and fixing complete as per direction of the Engineer-in -charge. 40 Kg 100.9 Rupees One Hundred And Ninety Paise Only

23 Supplying fting and fixing windows and ventilators with or wotout integrated grills conforming to IS 1038-1975 and manufactured from rolled steel sections conforming to IS 7452-1974 with non-friction projecting type, box type hinges, glazing clips, lugs locking bracket, handle plate etc, including hoisting in position, straitning if required, fixing lugs in cement concrete ( 4:2:1) with stone chips 19 mm down cutting holes and mending good damages to match with existing surface complete in all respect excluding glazing. In Ground floor Without integrated grills. (b) Openable steel windows as per IS sizes with side hung shutters and horizotal glazing bars. [The extra rate admissible for the openable portion only] 4.13 Sqm 2199 Rupees Two Thousand One Hundred Ninety Nine Only

(iii) Centre hung ventilators as per I.S. sizes 580 mm. 4.13 Sqm 479 Rupees Four Hundred Seventy Nine Only

24 Supplying bubble free float glass of approved make and brandconforming to IS: 2835-1987. ii) 4mm thick coloured / tinted / smoke glass. 4.13 Sqm 468 Rupees Four Hundred Sixty Eight Only

25 Supplying fitting and fixing in position approved P.V.C. door frame (Matt finish) made of extruded P.V.C. multichamber hollow section having dimensions 60mm x50mm x 2mm (+/-0.2mm), horizontal section will be joined with vertical section by galvanised steel screws after inserting two number steel brackets as reinforcement making suitable space for placing hinges, one steel tube 40mm x 20mm x 1.20 mm will be inserted on one full vertical side of the frame (hinge side) as reinforcement, the frame will then be fixed in the opening with the help of P.V.C. expandable fastner/wooden gutties and galvanised steel screws including cost of all materials and labour, hire charges of tools and appliances, carriage of all materials, taxes and all other incidental charges complete. 13.95 Mtr. 279 Rupees Two Hundred Seventy Nine Only

26 Supplying, Fitting & Fixing 37 mm thick PVC Door Shutter consisting of outer frame made out of M.S. tubes of 19 gauge thickness and size 19 mmx19 mm for styles, top and bottom rails, M.S. frame shall have cost of steel primers of approved make and manufacture, M.S. frame covered with 5 mm th. heat moulded PVC “C” channel of size 30 mm th, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on either sides forming styles; and 5 mm th. 95 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm tapered in 45 degree on the inner side to form top & bottom rail and 115 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall be tapered on both sides --- and joined together with solvent cement adhesive. An additional 5 mm th. PVC strip of 20 mm which is to be stuck on the interior side of the “C” channel using PVC solvent adhesive etc. complete excluding all necessary hardwares as per direction of Engineer-in-Charge In ground floor. 0.999 M2 2287 Rupees Two Thousand Two Hundred Eighty Seven Only

27 Priming one coat on steel or other metal surface with synthetic enamel/ oil bound primer of approved quality including smooth ening surfaces by sand papering etc. Steel Surface 6.66 M2 29 Rupees Twenty Nine Only

28 (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 : (b) On steel or other metal surface : With super gloss (hi-gloss) - (iv) Two coats (with any shade except white) 6.66 M2 79 Rupees Seventy Nine Only

29 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.) 1 Each 2230 Rupees Two Thousand Two Hundred Thirty Only

Rupees Seven Lakhs Sixty Six Thousand Nine Hundred Seventy Three Only

Tender Inviting Authority Additional Executive Officer, Purba Medinipur Zilla Parishad

Contract No. NIT No.- 74 of 2025-2026, Sl No.- 03

GROUP - B : Sanitary & Plumbing Works

Sl. No. Brief Description of the Item of Works Total Qty. Unit Rate (Rs.) Words Amount (Rs.)

1 Supplying, fitting and fixing Orissa pattern water closet in white glazed vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). (ii) 530 mm X 410 mm 3 Each 1522 Rupees One Thousand Five Hundred Twenty Two Only 1. A.

2 Supplying, fitting and fixing Flat back urinal (half stall urinal) in white vitreous chinaware of approved make in position with brass screws on 75 mm X 75 mm X 75 mm wooden blocks complete. (ii) 470 mm X 280 mm X 340 mm 9 Each 945 1. B.

4 Supplying, fitting and fixing white vitreous china best quality approved make wash basin with C.I. brackets on 75 mm X 75 mm wooden blocks, C.P. waste fittings of 32 mm dia., one approved quality brass C.P. pillar cock of 15 mm dia., C.P. chain with rubber plug of 30 mm dia., approved quality P.V.C. waste pipe with C.P. nut 32 mm dia., 900 mm long approved quality P.V.C. connection pipe with heavy brass C.P. nut including mending good all damages and painting the brackets with two coats of approved paint. (ii)450 mm X 300 mm size 3 Each 1979 Rupees One Thousand Nine Hundred Seventy Nine Only 2

5 Supplying, fitting and fixing 10 litre P.V.C. low-down cistern conforming to I.S. specification with P.V.C. fittings complete,C.I. brackets including two coats of painting to bracket etc. 3 Each 1015 Rupees One Thousand Fifteen Only 3. A.

6 Supplying,fitting and fixing 32 mm dia. Flush Pipe of approved make with necessary fixing materials and clamps complete. i) Polythene Flush Pipe[(B)-(III), 3 Each 155 Rupees One Hundred Fifty Five Only 3. B.

7 Supplying,fitting and fixing approved brand P.V.C. CONNECTOR white flexible, with both ends coupling with heavy brass C.P. nut, 15 mm dia.[(A)-(V), (iv) 750 mm long 12 Each 117 Rupees One Hundred Seventeen Only 4

8 Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe,with PVC coupling at one end fitted with necessary clamps. 9 Each 91 Rupees Ninety One Only 6

9 Supplying, fitting and fixing C.P. bib cock/ stop cock of approved make and brand tested to 21 kg per sq. cm. (c) (i) Chromium plated Bib Cock (angular shape with wall flange)(Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similar brand). 4 Each 861 Rupees Eight Hundred Sixty One Only 7

10 (c) (i) Chromium plated angular Stop Cock with wall flange Equivalent to Code No. 5053 & Model - Florentine of Jaquar or similar brand). 16 Each 815 Rupees Eight Hundred Fifteen Only

11 Supplying, fitting and fixing shower of approved brand and make. (a) (i) Chromium plated round shower with revolving joint 100 mm dia with rubid cleaning system (Equivalent to Code No. 542(N) & Model - Tropical / Sumthing Special of ESSCO or similar brand). 1 Each 1251 Rupees One Thousand Two Hundred Fifty One Only

(f) Hand Shower(Health Faucet) with 1mtr Fexible Tube with Wall Hook(Equivalent to Code No.573 & Model -ALLIED of Jaquar or similar), 3 Each 1251 Rupees One Thousand Two Hundred Fifty One Only

12 Supplying, fitting and fixing towel rail with two brackets (iii) 25 mm dia. and 750 mm long 6 Each 475 Rupees Four Hundred Seventy Five Only

13 Supplying, fitting and fixing soap holder. (a) PTMT (Prayag or equivalent) 6 Each 135 Rupees One Hundred Thirty Five Only

14 Supplying, fitting and fixing bevelled edged mirror 5.5 mm thick silver red as per I.S. 3438 / 1965 together with brass C.P. hinges. 6 Each 484

15 Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 Single Socketed 3 Meter Length i) 75 mm 27 Mtr. 196 Rupees One Hundred Ninety Six Only

ii) 110 mm 27 Mtr. 292 Rupees Two Hundred Ninety Two Only

(iii) Door Bend (LH) & (RH) -75mm dia 4 Each 125 Rupees One Hundred Twenty Five Only

(iv) Door Bend (LH) & (RH) -100mm dia 4 Each 195 Rupees One Hundred Ninety Five Only

v) Bend 87.5º - 75 mm 4 Each 61 Rupees Sixty One Only

vi) Bend 87.5º - 110 mm 4 Each 120 Rupees One Hundred Twenty Only

vii) Vent Cowl - 75 mm 2 Each 25 Rupees Twenty Five Only

viii) Vent Cowl - 100 mm 2 Each 33 Rupees Thirty Three Only

viii) Nahani Trap -90 mm 4 Each 105 Rupees One Hundred Five Only

16 Labour for fitting and fixing U.P.V.C. pipes for above ground work including cost of jointing materials etc. fitting and fixing all necessary specials, cutting pipes, cutting holes in walls or R.C. floor where necessary and mending good all damages excluding the cost of masonry or concrete work, if necessary, but including the cost and fitting and fixing holder bat clamps (any floor) or for underground work including cutting trenches upto 1.5 metre and refilling the same complete as per direction of the Engineer-in-charge. (Payment will be made on centre line measurement of the total pipeline including specials For Exposed Work PVC Pipes i) 75 mm dia 27 Mtr. 45 Rupees Forty Five Only

ii) 75 mm dia 27 Mtr. 57 Rupees Fifty Seven Only

17 Supplying, fitting and fixing PVC pipes 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 with holder bats clamps, including cutting pipes, making threads,fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials and two coats of painting with approved paint in any position above ground. (Payment will be made on the centre line measurements of total pipe line including all specials. No separate payment will be made for accesories, specials. Payment for painting will be made seperately) For Exposed Work PVC Pipes 20 mm 18 Mtr. 129 Rupees One Hundred Twenty Nine Only

25 mm 42 Mtr. 177 Rupees One Hundred Seventy Seven Only

For Concealed Work PVC Pipes 15 mm 30 Mtr. 137 Rupees One Hundred Thirty Seven Only

18 Supplying P.V.C. water storage tank of approved quality with closed topwith lid (Black) - Multilayer 1000 litre capacity 1 Each 5128 Rupees Five Thousand One Hundred Twenty Eight Only

19 Labour for hoisting plastic water storage tank. 1 Each 96 Rupees Ninety Six Only

20 Labour for punching hole in plastic water storage tank upto 50 mm dia 3 Each 19 Rupees Nineteen Only

21 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.) (i) 32 mm dia. 36 Mtr. 250 Rupees Two Hundred Fifty Only

22 Supplying, fitting and fixing Peet's valve fullway gunmetal standard pattern best quality of approved brand bearing I.S.I. marking with fittings (tested to 21 kg per sq. cm.). [(A)-(II),P-4,Item No.4(vii) (vi) of PWD(Sanitary & Plumbing) Schedule] i) 32mm Dia 1 Each 1258 Rupees One Thousand Two Hundred Fifty Eight Only

23 Construction of septic tank of different capacities as per approved drawing with 1st class brick work in cement mortar (1:4) including two 560 mm dia. R.C.C. manhole cover(heavy type)of approved make supplied, fitted and fixed in the 100mm thick R.C.C (1:1.5:3) top slab with necessary fittings, 20mm thick cement plaster (4 : 1) with neat cement finish to the internal surfaces and 15 mm thick cement plaster (4 : 1) to outside wall upto 200 mm below G.L floor finished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab including supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, shoring, bailing out and pumping out water as necessary, -----etc. complete Note:- (i) Finished level of Septic Tank should be 400 mm. from Ground Level. (ii) Height of 50 mm. Ventilation pipe &Mosquito proof mesh, should be follwed as per IS:2470,Part- I.Payment will be made separetly on the basis of actual height based on relevant I.S.Code.(i) For 30 users A) With Pakur variety. (OTHER MANUFACTURES NOT SPECIFIED) For 30 users- With Pakur variety. (Other than SAIL/TATA/RINL) 1 Each 60502 Rupees Sixty Thousand Five Hundred Two Only

24 Construction of circular well 2.5 metre deep in all types of sandy soils with dry brick work upto 1.6 metre from the bottom having 150 mm intermediate cement brick work (1:4) band all round and cement brick work (1:4) upto 0.90 metre from top with 20mm thick cement plastering (1:4) to inside face upto the depth of cement brick work, 15mm thick cement plaster (1:4) on outer face from top of the well upto G.L. and 6 mm thick cement plaster (1:4) on top of the R.C.C. cover slab including filling bottom 1.00 metre of inside of the well with brick metal (50 mm to 63 mm size) including R.C.C. cover slab of 100 mm thick with cement conc (1:1.5:3) with stone chips with necessary reinforcement and shuttering including one 560 mm dia. R.C.C.manhole cover (heavy type)of approved make supplied, fitted and fixed in the cover slab with necessary fittings, making nacessary arrangements for pipe connections, excavation of well including shoring, dewatering and removing the exess earth from the premises as per direction complete in all respect with all costs of labour and materials. With 250 mm thick dry brick work and 250 mm thick cement brick work (1:6) and 1.00m inside dia.separately (a) With 250 mm thick dry brick work and 250 mm thick cement brick work (6:1) and 1.00 m.inside dia (Other than SAIL/TATA/RINL) 1 Each 16186 Rupees Sixteen Thousand One Hundred Eighty Six Only

Rupees One Lakh Seventy Seven Thousand Three Hundred Fifty Six Only 29

Tender Inviting Authority Additional Executive Officer, Purba Medinipur Zilla Parishad

Contract No. NIT No.- 74 of 2025-2026, Sl No.- 03

GROUP - C Submersible Pump

Sl. No. Description of Item of Work Total Qty. Unit Rate (Rs.) Words Amount (Rs.)

1 Labour for boring tube well of required dia. by water jet system through any type of soil strata including hire and labour charges for boring pipes, scaffolding, tools and plants as necessary and taking out them and lowering pipes, strainers, blind pipe etc. and fitting and fixing the same complete including bucket washing and other incidental works in the connection. The tube well should have a minimum 50 mm gap in between the outside of the tubewell pipe and the bore. (d) For depth upto 150 metre for 50 mm dia. tube well with top enlargement of 100 mm dia. (ii) 80 mm dia. boring etc. top enlargement 54 mtr 287 Rupees Two Hundred Eighty Seven Only

d)(d) 40 mm dia boring upto 150 m. depth. 96 mtr 90

f) (ii) 40 mm dia boring beyond 150 m. depth. 100 mtr 111 Rupees One Hundred Eleven Only

2 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-1). 40mm dia. 186 mtr 207 Rupees Two Hundred Seven Only

80 mm dia (internal) 54 mtr 578 Rupees Five Hundred Seventy Eight Only

3 Washing and developing tube well with air compressor pump and engine for 8 (eight) hours continuous pumping per day with necessary arrangements for testing the yield in gallons per hour with V notch including hire and labour charges for all tools and plants and scaffolding as required complete in all respect. 1 days 7538 Rupees Seven Thousand Five Hundred Thirty Eight Only

4 Supplying PVC strainer of approved make with adapted conforming to IS 12818 specification. a) 40 mm nominal dia. 10 LS 293 Rupees Two Hundred Ninety Three Only

5 Supplying fitting and fixing steel cutter pices upto 450mm longwith socket 40 mm dia. 1 m 124 Rupees One Hundred Twenty Four Only

6 Supplying fitting and fixing heavy type bell mouth reducing socket. 50 mmx100 mm dia. 1 nos 455 Rupees Four Hundred Fifty Five Only

7 Supplying fitting and fixing 300 mm M S housing clamp of approved quality. 1 nos 2235 Rupees Two Thousand Two Hundred Thirty Five Only

8 Supplying fitting and fixing GI cap at top. 100mm dia (internal) 1 set 139 Rupees One Hundred Thirty Nine Only

9 Supplying, fitting and fixing plug of approved make conforming to I.S. specifications. (i) 40 mm 1 Each 51 Rupees Fifty One Only

10 Supply and delivery of submerssible pump sets suitable for 100 mm. borewell having IS specification mark. 1 Each 11000 Rupees Eleven Thousand Only

11 2.5 sq.m. 3 core PVC ubsykated 1.1 KV grade flat submerssible Cable (Make - Finolex / Havells). 40 Each 104 Rupees One Hundred Four Only

12 16 Amps DP Main Switch having rewireable tupe grip Make Havells / Standare. 1 m 588 Rupees Five Hundred Eighty Eight Only

13 Supply of Motor Control Panel suitable for the supplied submerssible pump motor including Start - Stop push buttom Ammeter, Voltmeter, reset buttom, contractor, capacity etc. as necessary all complete as per direction. 1 LS 3291 Rupees Three Thousand Two Hundred Ninety One Only

14 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.) PVC Pipes 20 mm 30 143 Rupees One Hundred Forty Three Only

Rupees One Lakh Forty One Thousand Seven Hundred Fifty Three Only

E. ROAD FURNITURE & TRAFFIC SAFETY MEASURE :

Sl. No. Description of Item of Work Total Qty. Unit Rate (Rs.) Amount (Rs.)

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

i) 60 cm equilateral triangle 19 Nos. 3164

Rupees Three Thousand One Hundred Sixty Four Only

ii) 60 cm Circular 16 Nos. 4274

Rupees Four Thousand Two Hundred Seventy Four Only

iii) 60 cm x 60 cm square 2 Nos. 4947

Rupees Four Thousand Nine Hundred Forty Seven Only

2 Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 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). 1 No. 10731

Rupees Ten Thousand Seven Hundred Thirty One Only

3 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, 2 Nos. 2410

Rupees Two Thousand Four Hundred Ten Only

5 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 kilometre stone (precast) 4 nos 1749

Rupees One Thousand Seven Hundred Forty Nine Only

(iii) Hectometer stone (precast) 15 nos 498

Rupees Four Hundred Ninety Eight Only

6 Supplying fitting and fixing R.C. guard post 1.37m long with C.C. 1:2:4 with graded stone chips, curing complete including cost of providing 4nos.of 12mm dia. rod of length 1.54m as main reinforcement and 6 nos. of round shaped 8mm dia rods used as binders; the placing of the first binder should be at 75mm below the top finished surface and the other 5 nos of binders should be placed at 245mm c/c ; the guard post is of octagonal section with inscribed circle of dia 24cm at the base tapering to corresponding dimensions of 16cm 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 mendinggood damages if any during striking off shuttering,making hole in ground of 47cm depth and 30cm. minimum dia, fixing the guard posts 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. 80 nos. 912

Rupees Nine Hundred Twelve Only

7 Supply fitting and fixing Boundary Pillars as per type design IRC-25 1969 with cement concrete 1:2:4 with stone chips including cost of providing 2 nos. of 6 mm dia M.S. rods of length 1.84 m in the form of inverted U-Shape as main reinforcements placed crosswise to each other and 5 nos. of round shaped 6 mm dia M.S. rods used as binders; the placing of 1st binder should be at 75mm below the top finished surface and the other 4 nos. of binders should be placed at 1.85mm C/C and to be of 90 cm. long with 20cm dia at the base tapering to 15cm dia at the top with head properly round and sunk inscriptions (as directed) at the side with 60cm embedment into the ground after making hole in the ground of size 50cm x 50cm x 75cm and repacking the hole properly with cement conc. 1:4:8 with stone chips and finishing the exposed portion of 30cm length with white wash & painting the inscription as directed including carriage of the post to the site with loading & unloading etc. complete in all respect. 28 nos. 1179

Rupees One Thousand One Hundred Seventy Nine Only

TOTAL : Rs. 274383

Signature of Contractor Signature of S.E.

D. CROSS DRAINAGE WORKS :

1.5m Slab culvert 5 no.

Sl. No. Description of Item of Work Total Qty. Unit Rate (Rs.) Amount (Rs.)

1 Excavation for Structures cum

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. Ordinary Soil i) Upto 3m depth. 1

2 Sand filling in foundation trenches and at the back of abutments, wing-wall etc. with good local sand free from earth in layers not exceeding 15 cm. including inundating each layer by profuse water and poking and ramming layer by layer complete excluding supply of sand. Quality of sand is to be approved by the Engineer-in-Charge. cum 743.06 0

Fine Sand filling

3 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. cum 5704.42

4 Plain / Reinforced Cement Concrete in Open foundation with or without reinforcements, in any part of foundation of bridges / culverts with graded stone chips of appropriate nominal sizes, including screening and cleaning of coarse aggregates, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement, as necessary, cost of curing with water, including cost and carriage of all materials and including preparation of design mix, approval of the same by the Engineer-in-Charge, cost for quality control, sampling, testing etc. including cost of formwork but excluding reinforcement complete as per drawing and technical specifications. A PCC Grade M20 cum 6616.27

5 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. B PCC Grade M25 (i) Height upto 5m I) Using concrete Mixer cum 7132.61

6 Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and 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. B RCC Grade M25 I. Using Concrete Mixer cum 7604.61

7 Furnishing and Placing Reinforced / Pre-stressed Cement concrete in Super-structure with coarse aggregates of appropriate nominal size and grading, fine aggregate (sand) conforming to proper grading zone, both of approved quality and cement and 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. C. RCC Grade M30 I. Using Concrete Mixer cum 7711.78

8 Supplying, fitting and placing HYSD bar reinforcement in Bridge Super-structure including initial straightening, straightening of coils bars, removal of loose rust (if any), cutting to requisite length bending, binding with annealed wire not less than 1 mm in size and conforming to IS 280 at every intersection hooked and bent to correct shape and placed on forms etc. including cost of black annealed wire and cost of loading, unloading, carriage of all steel materials complete as per drawing and technical specifications MT 49584.53

9 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]

20mm thick ( 4:1) cement mortar sqm 176

10 Neat cement punning about 1.5mm thick in wall, dado, window sill,floor etc. sqm 34

11 Providing weep holes in Brick masonry / Plain / Reinforced concrete abutment, wing wall / return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications. No. 115

12 Providing and applying of cement washing with admixture of pigment if necessary as directed by E.I.C. 2 coats using cement @ 2.50 Kg /10 sqm sqm 18.3

Executive Engineer

Signature of Contractor Purba Medinipur Zilla Parishad

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

Tender Inviting Authority: Additional Executive Officer, Purba Medinipur Zilla Parishad.

Name of Work: Construction of School Toilet at Dhanyashi KC High School under Chandipur Panchayat Samity in the District of Purba Medinipur under 15th FC-2025-26, Tied Sector

Contract No: NIT No - 74 of 2025-2026, Sl No-03

Sl. No. Item Description Item Code / Make Quantity Units Estimated COST 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 Construction of School Toilet at Dhanyashi KC High School under Chandipur Panchayat Samity in the District of Purba Medinipur under 15th FC-2025-26, Tied Sector BI01010001010000000000000515BI0100001113 Nos Excess(+) Full Conversion INR

Total in Figures

Quoted Rate in Figures Select

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