Construction Of Lichu Bagan School In Ward No . 45 Under Hmc, Under Hmc Area-West Bengal

TDR : 26760245

Tender Notice
BOQ

Expired

Under Hmc Area , West Bengal

Tender Brief : Construction Of Lichu Bagan School In Ward No . 45 Under Hmc

Document Fees
Refer document

EMD
₹ 167023.0 /-

Tender Value
₹ 83.51 Lakhs /-

Submission Date
15-02-2021

Competition Type
Indian

Bidding Type
Tender

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Name of Work: Construction of Lichu Bagan School in ward no. 45 under HMC
1	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	200	% M3
2	2	(b) Depth of excavation for additional depth beyond 1,500 mm. and upto 3,000 mm. but not requiring shoring.[Ref : P.W.D.(Bldg) 2017, Page - 1, Item-2(a) (b)]	30	% M3
3	3	(A) Filling in foundation or plinth by silver 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)\n[Ref : P.W.D (Bldg) 2017. Page -2, Item-4(A)]	33	% M3
4	4	Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand [Ref : P.W.D (Bldg) 2017, Page -14, Item-1]	239.8	M2
5	5	Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation.\n (a) 1:3:6 proportion[Ref : P.W.D.(Bldg) , Page-23, Item No.1(a)]	24	M3
6	6	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 Ground Floor	70	M3
7	7	First floor	30	M3
8	8	Second Floor [Ref: P.W.D (Bldg) 2017, Page-26 Item No- 10 (i) +23 (i)] Analysis no-15.	30	M3
9	9	Controlled Cement concrete with well graded stone chips (20 mm nominal size) excluding shuttering and reinforcement with complete design of concrete as per IS : 456 and relevant special publications, submission of job mix formula after preliminary mix design after testing of concrete cubes as per direction of Engineer-in charge. Consumption of cement will not be less than 300 Kg of cement with Super plasticiser per cubic meter of controlled concrete but actual consumption will be determined on the basis of preliminary test and job mix foumula. In ground floor and foundation.[using concrete mixture] M 25 Grade (i) Pakur Variety ( Ground Floor)	87	M3
10	10	(i) Pakur Variety (First Floor)	29.1	M3
11	11	(i) Pakur Variety (Second Floor) [Ref: P.W.D (Bldg) 2017, Page-25, Item No. 6 (i)] Analysis no-15.	29.1	M3
12	12	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)(f) 25 mm to 30 mm shuttering without staging in foundation [Ref: P.W.D (Bldg) 2017, Page-42, Item No- 36 (f)]	150	M2
13	13	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) (a) 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. Ground Floor	170	M2
14	14	First floor	172	M2
15	15	Second floor [Ref: P.W.D (Bldg) 2017, Page-42, Item No- 36(a) +36 (d) (i)]	172	M2
16	16	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 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. (a) For works in foundation and upto roof of ground floor/upto 4 m (i) Tor steel/Mild Steel I. SAIL/ TATA/RINL Ground Floor	8.55	M.T
17	17	First floor	2.82	M.T
18	18	Second floor [Ref : P.W.D (Bldg) 2017, Page-43, 44 Item No. 40.a.(i).I + 40 (b) (i)]	2.8	M.T
19	19	Brick work with 1st class bricks in cement mortar (1:4) (a) In foundation and plinth	15	M3
20	20	(b) In superstructure, ground floor	45	M3
21	21	(b) In superstructure, First floor	54.5	M3
22	22	(b) In superstructure, Second floor [Ref: P.W.D (Bldg) 2017, Page - 15, Item.- 7]	54.5	M3
23	23	125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor.Ground floor.	50	M2
24	24	First Floor	125	M2
25	25	Second Floor [Ref : P.W.D (Bldg) 2017. Page- 16, Item- 16 + 26(a)]	125	M2
26	26	Labour for Chipping of concrete surface before taking up Plastering work [Ref : P.W.D (Bldg) 2017. Page- 192, Item- B (1)]	1035	M2
27	27	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.[Excluding cost of chipping over concrete surface] (a) 20 mm thick plaster (Ground floor)	235	M2
28	28	(a) 20 mm thick plaster (First floor)	242	M2
29	29	(a) 20 mm thick plaster (Second floor)	242	M2
30	30	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.[Excluding cost of chipping over concrete surface] (a) 15 mm thick plaster (Ground floor)	320	M2
31	31	(a) 15 mm thick plaster (First floor)	526	M2
32	32	(a) 15 mm thick plaster (Second floor)	526	M2
33	33	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.[Excluding cost of chipping over concrete surface] (a) 10 mm thick plaster (Ground floor)	125	M2
34	34	(a) 10 mm thick plaster (First floor)	123	M2
35	35	(a) 10 mm thick plaster (Second floor) [Ref : P.W.D.(Bldg) 2017, Page-189 , Item No. 1.ii.]	123	M2
36	36	Wood work in door and window frame fitted and fixed in position complete including a protective coat of painting at the contact surface of the frame exluding cost of concrete, Iron Butt Hinges and M.S clamps. (The quantum should be correted upto three decimals). (e) Sal : Malayasian Ground Floor	0.23	M3
37	37	First Floor	0.17	M3
38	38	Second Floor [Ref : P.W.D.(Bldg) 2017, Page- 114, Item No. 1, (e )]	0.17	M3
39	39	Panel shutters of door and window, as per design (each panel consisting of single plank without joint), including fitting and fixing the same in position but excluding the cost of hinge and other fittings. In ground floor. (In case of non-supply of single plank, penal rate of reduction of 20% will be made) (iii) 35mm thick shutters with 19mm thick panel of size 30 to 45 cm. (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.Ground Floor	25	M2
40	40	First Floor	17	M2
41	41	Second Floor [Ref : P.W.D.(Bldg) 2017, Page- 117, Item No. 1, iii (b)]	17	M2
42	42	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 x 50mm 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.\n[Ref : P.W.D.(Bldg.), Page-117, Item -8]	45	M
43	43	Supplying fitting and fixing P.V.C. door shutter of approved quality & shade in position, the style & rail of the P.V.C. door shutter will be made of rigid P.V.C. multicavity hollow chamber of suitable size and section with 2.0 mm (+/-0.2 mm) wall thickness, the section will have 2nos. built in beads, horizontal & vertical section shall be fixed to each other by self tapping screws and 2 nos. of solid plastic or M.S. tubular galvanised brackets of length 200mmx80mm and other100mmx100mm both 1.20 mm in each corner of the shutter frame for placing hinges. Polymer based multicavity hollow section of 105 mm x37mm with 2.0 mm (+/- 0.2 mm) wall thickness will be fitted in the middle as lock rail reinforced by solid polymer bar of 200 mm long at both ends abd screws from both sides. The section frame will then be fitted in by PVC panels of size 100 mmx20 mm with wall thickness of 1.2 mm (+/- 0.2 mm) and 2 nos. of 6 mm dia and screws from both sides 6mm dia bright rod will be inserted horizontally with both side check and nut system and stretches where fixing of hinges / hasp bolt /tower bolt / door ring are required to be strong enough to with stand wear and tear. The rate is inclusive of cost of all materials, labour, and hire of tools and plants and appliencies. Carriage of all materials taxes and all other incidental charges complete.The rate is exclusive of cost of hinges, hasp bolt, tower\nbolt,door ring etc.\nIn ground floor. [Ref : P.W.D.(Bldg.), Page-134, Item No. 26]	9	M2
44	44	Artificial stone in floor, dado, staircase etc with cement concrete (1:2:4) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (1:2) including smooth finishing and rounding off corners including raking\nout joints or roughening of concrete surface and application of cement slurry before flooring works using cement @ 1.75 kg/sq.m all complete including all materials and labour. In ground floor. 3 mm. thick topping (High polishing grinding on this item is not permitted with ordinary cement). Using grey cement(iii) 35 mm. thick \n(Add extra @1.5% for each addl. floor upto 4th floor and @1.75% for each additional floor above 4th floor for item No.5 and 6 of subhead A).\nGround Floor\n	150	M2
45	45	i) First Floor	150	M2
46	46	ii) Second Floor (Ref- PWD Bldg- Page No-48 , Item-6)\n	150	M2
47	47	Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m] Ground Floor	7	M2
48	48	First Floor	10	M2
49	49	Second Floor [Ref : P.W.D.(Bldg) 2017, Page- 54, Item No.20]	10	M2
50	50	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.\n(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. (a) Area of each tile upto 0.09 Sq.m (i) Coloured decorative.Ground Floor	16	M2
51	51	First Floor	48	M2
52	52	second Floor [Ref : P.W.D.(Bldg) 2017, Page-64 , Item No. 35,b,i]	48	M2
53	53	M.S.or W.I. Ornamental grill of approved design joints continuously welded with M.S, W.I. Flats and bars of windows, railing etc. fitted and fixed with necessary screws and lugs in ground floor. (Add extra @ 1% for each addl. floor upto 4th floor and @ 1.25% for each addl. floor above 4th floor) (ii) Grill weighing above 16 Kg./sq.mtr and above Ground Floor	6	Qntl
54	54	ii First Floor	6.5	Qntl
55	55	iii) Second Floor [Ref : P.W.D (Bldg) 2017, Page -104, Item-13.a.ii]	6.5	Qntl
56	56	Applying Exterior grade Acrylic primer of approved quality and brand on plastered or cencrete surface old or new surface to receive decorative textured (matt finish) or smooth finish acrylic exterior emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (b) Two Coats In Ground Floor:	240	% Sq.M
57	57	In First Floor	250	% Sq.M
58	58	In Second Floor [Ref : P.W.D.(Bldg) 2017, Page-196 , Item No.8(b)]	250	% Sq.M
59	59	Protective and Decorative Textured exterior high class matt finish paint of approved quality, composed of special Tharmoplastic Resin containing fine crystalline additives derive from Granite 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. (b) Two Coats In Ground Floor:	240	Sq.M
60	60	In First Floor	250	Sq.M
61	61	In Second Floor [Ref : P.W.D.(Bldg) 2017, Page-197 , Item No. 16)]	250	Sq.M
62	62	Applying Interior grade Acrylic Primer of approved quality and brand on plastered or cencrete surface old or new surface to receive Distemper/ Acrylic emulsion paint including scraping and preparing the surface throughly, complete as per manufacturer's specification and as per direction of the EIC. (In Ground Floor) (b) Two Coats i) Water based interior grade Acrylic Primer (Ground Floor)	441	%M2
63	63	In First Floor	650	%M2
64	64	In Second Floor [This item to be done under specific instruction of the Superintending Engineer [Ref : P.W.D.(Bldg) 2017, Page-195 & 196 , Item No.7, b, i]	650	%M2
65	65	Applying Acrylic Emulsion Paint of approved make and brand on walls and ceiling including sand papering in intermediate coats including putty (to be done under specific instruction of Superintending Engineer) : (Two coats) ii) Luxury Quality Ground Floor	441	Sq.M
66	66	In First Floor	650	Sq.M
67	67	In Second Floor [Ref : P.W.D.(Bldg) 2017, Page-201 , Item No.4,ii]	650	Sq.M
68	68	Neat cement punning about 1.5mm thick in wall, dado, window sill, floor etc.[Ref : P.W.D.(Bldg) 2017, Page- 192, Item No. 15]	150	M2
69	69	40 mm. thick damp proof course with cement concrete (1:1.5:3) (with graded stone chips 20 mm nominal size) with water proofing compound of approved brand @ 0.2% weight of cement including cost of materials over two coats of non toxic acrylic polymer modified cementitious waterproofing slurry coat complete [cost of water proofing compound and non toxic paint to be paid seperately) for underground water retaining structures. [Ref : P.W.D.(Bldg) 2017, Page- 47, Item No. 4]	140	M2
70	70	Supplying, fitting and fixing 18 mm. to 22 mm. thick kota stone slab in wall, dado in 15 mm thick [avg] cement mortar (1:3) including making suitable arrangement to hold the stone properly by brass / copper hooks including pointing in cement mortar (1:2) (1 cement : 2 marble dust) with admixture of pigments matching the stone shade, including grinding and polishing all complete as per direction of Engineer-in-charge including cost of materials, labour, scaffolding, staging, curing complete. [Using cement slurry for bedding @4.4 kg/Sq.m and for jointing @1.8 kg/Sq.m] Ground Floor	12	M2
71	71	First Floor	8	M2
72	72	Second Floor [Ref : P.W.D.(Bldg) 2017, Page- 54, Item No.20]	4	M2
73	73	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 complete. 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] \n[Ref : P.W.D.(Bldg) 2017, Page-62 , Item No. 32.]	12	M2
74	74	Rendering the Surface of walls and ceiling with White Cement base WATER PROOF wall putty of approved make & brand.(1.5 mm thick Add extra for each additional floor over the rate for ground floor for the above item when used on External Surface Ground Floor	240	M2
75	75	First Floor	250	M2
76	76	Second Floor [Ref : P.W.D.(Bldg) 2017, Page- 198, Item No. 5 ]	250	M2
77	77	Collapsible gate with 40mm x 40mm x 6mm Tee as top and bottom guide rail, 20mm x 10mm x 2mm vertical channels 100mm apart in fully stretched position 20mm x 5mm M.S. flats as collapsible bracings properly rivetted and washered including 38mm steel rollers including locking arrangements, fitted and fixed in position with lugs set in cement concrete and including cutting necessary holes, chasing etc. in walls, floors etc. and making good damages complete. [Ref : P.W.D.(Bldg) 2017, Page-106 , Item No.18]	21	Sq.M
78	78	Supplying,fitting & fixing of 2-Track / 3-Track Aluminium sliding Window of all Aluminium sections viz. window frame (top,bottom & side frame), shutter (top, bottom, side & interlock member) made of aluminium alloy extrusions conforming to IS 733-1983 & IS 1285-1975, annodised conforming to IS 1868-1983, fitted with all other accessories viz. PVC roller, EPDM gasket, maruti lock, screws etc. including labour charges for fitting & fixing of aluminium 2-track/3-track sliding window with fixing of glass (excluding cost of glass) all complete as per architectural drawings and direction of Engineer-in-charge. 10-12 Micron thickness Annodizing film Natural white For 2-Track window : Members for Bottom frame @ 0.875 Kg per Mtr. and for Top and Side frame @ 0.778 Kg per Mtr. and for shutter Bottom and Top member @ 0.472 Kg per Mtr., Style side member @ 0.493 Kg per Mtr. and Interlock member @ 0.612 Kg per Mtr. [Ref : P.W.D.(Bldg) 2017, Page- 245, Item No. 15]	450	Kg
79	79	Supplying bubble free float glass of approved make and brand\nconforming to IS: 2835-1987;\n(A) clear, toughened glass conforming to IS: 2553-1992 (part-II)(i) 6mm thick[Ref : P.W.D.(Bldg) 2017, Page- 245, Item No. 15]	70	M2
80	80	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. Payment to be made on the basis of calculated weight of structural members only in finished work as per IS specified weight. Payment for gusset, bracket, cleat, rivets, bolts and nuts may be make by adding the actual weight of such items with the weight of finished structural members or 7% of weight for finished structural members weighing not less than 22.5 Kg. / m. or 15 % of weight for finished structal members weighing less than 22.5 Kg. / m. may be increased allow for bracket, cleat, rivet, bolts and nuts etc. and no seperate payment being made for these items, as per direction of Engineer In Charge. The rates are considered for a height of erection 8m. / 2nd floor level from the ground. Add 1.5% extra over the rate for each additional floor or 4m. beyond initiial 8m. or part thereofI) For structural members of specified sections weighing less than 22.5 Kg./m Ref.( P.W.D Bldg. Page No: 99, item no: 1 (II))	0.75	MT
81	81	Supplying, fitting & fixing polycarbonate sheet of approved\nmake & brand conforming to IS: 14443-1997 and having 50\nmicron UV protection layer under co-extrusion technology,\nFire rating being B-s1 as per EN13501-1 certification, fitted\nand fixed with 60mm wide aluminium channel section top\nand bottom member in dry-glaze sandwitch system, (unit wt.\nof top and bottom members: 0.375 kg/m & 0.69 kg/m) of\napproved brand and profile, EPDM quality rubber gaskets,\nanti dust tape, end closer \"C\" channel and 75 mm long Self\ntapping screw being drilled through the centre leg of the\nbottom section with nuts placed at 300 mm apart without\nanyway puncturing the polycarbonate sheet, EPDM Washer\n16 mm dia & 3 mm thick washer etc complete strictly as per\nmanufacturers specification and direction of Engineer-in-\nCharge. (Payment to be made on area of finished work) .\nIn Roof:-\nNatural/ Blue/Green/Bronze/Opal/Metallic grey colour b)With 2 wall 8 mm overall thickness\n(wt.1.50kg/sqm,Ugvalue being 3.3 W/m2K, Min. cold bending\nradius of 1200 mm) [Ref : P.W.D.(Bldg.), Page-86, Item No. 22 (b)]	310	M2
82	82	Supplying, fitting and fixing M.S. clamps for door and window frame made of flat bent bar, end bifurcated with necessary screws etc. by cement concrete(1:2:4) as per direction. (Cost of concrete will be paid separately) (b) 40mm X 6mm, 200mm Length [Ref : P.W.D.(Bldg.), Page-134, Item No. 26]	60	Each
83	83	Anodised aluminium Aldrop / Sliding bolts of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 2681/66) fitted and fixed complete.(iii) 300mm x 16mm dia. Bolt Ref : P.W.D.(Bldg.), Page-145, Item No. 28(iii)]	75	Each
84	84	Anodised aliminium D-type handle of approved quality manufactured from extruded section conforming to I.S. specification (I.S. 230/72) fitted and fixed complete: (b) With round base: (ii) 100 mm grip x 10 mm dia rod.[Ref : P.W.D.(Bldg.), Page-146, Item No. 30 (b)(ii)]	20	Each
85	85	(ii) Door stopper (Anodised aluminium) [Ref : P.W.D.(Bldg.), Page-143, Item No. 19 (ii)]	20	Each
86	86	(a) Supplying 'Godrej' mortice lock chromium plated with latch and keys 4 levers, including fitting and fixing complete [Ref : P.W.D.(Bldg.), Page-143, Item No. 16 (a)]	20	Each
87	87	Anodised aluminium barrel / tower / socket bolt (full covered) of approved manufactured from extruded section conforming to I.S. 204/74 fitted and fixed with cadmium plated screws:(x) 300mm long x 12mm dia. Bolt [Ref : P.W.D.(Bldg.), Page-, 144 Item -26, x]	80	Each
88	88	Iron butt hinges of approved quality fitted and fixed with steel screws, with ISI mark. (vi) 100mm. X 50mm. X 1.25mm [Ref : P.W.D.(Bldg.), Page-140, Item -5(vi)]	35	Each
89	89	i) Iron hasp bolt of approved quality fitted and fixed complete (oxidised) with 16mm dia rod with centre bolt and round fitting.[Ref : P.W.D.(Bldg.), Page-141, Item -10,c]	20	Each
90	90	(A) Iron door ring of approved quality fitted and fixed with nut and washer complete.(ii) 75mm dia. [Ref : P.W.D.(Bldg) 2017, Page- 143, Item No. 24 (A)]	80	Each
91	91	Supply of UPVC pipes (B Type) & fittings conforming to IS-13592-1992 (A) (i) Single Socketed 3 Meter Length (a) 75 mm	110	M
92	92	(b) 110 mm [Ref: P.W.D (S & P), Page - 68, Item.- 23 (A), (i), (a,b)]	45	M
93	93	Steel body foot-door holder [Ref : P.W.D.(Bldg) 2017, Page-143, Item No. 19,(iii)]	34	Each
94	94	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, ramming, dressing the bed and fefilling the sides of the tanks with earth, removing spoils, filling up the chamber with clear water, removing foreign materials from the chamber and including constructing attached inspection pit as per approved drawing and connecting all necessary pipes, joints etc. with internal plaster work and artificial stone flooring is to be done with admixture of water proofing compound @ 0.5% by weight of cement with all costs of labour and materials.(v) For 100 users A) With Pakur variety. [Ref : P.W.D. (S & P), Page – 88-89, Item No. 3 (v) (A).]	1	Each
95	95	Supplying, fitting & fixing Centrifugally Cast (spun) iron vent cowl conforming to I.S. 15905 / 2011 including all joining materials but excluding coupling. ii) 100 mm [Ref : P.W.D. (S & P), Page – 75, Item No. 30 (ii).]	1	Each
96	96	Door Bend (T.S.) (b) 110 mm [Ref : P.W.D. (S & P), Page – 71, Item No. 23 B (xi).]	60	Each
97	97	Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (H) Step over bend (Dia) 25 mm [Ref: P.W.D (S & P), Page - 31, Item.- 2 (H)]	30	Each
98	98	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).(i) 580 mm X 440 mm [Ref : P.W.D.( S & P.), Pg. -79, It.-4 ]	10	Each
99	99	Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (A)(I) CPVC Pipes Class-1,SDR-11 (Dia) 25 mm	145	M
100	100	50 mm [Ref : P.W.D. (S & P), Page – 30, Item No. 2.]	80	M
101	101	(P) Pipe Clip 50 mm [Ref : P.W.D. (S & P), Page – 33, Item No. 2 (P).]	149	Each
102	102	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.[Ref : P.W.D.( S & P.), Pg. -36, It.-2 ]	10	Each
103	103	Supplying,fitting and fixing 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) 550 mm X 400 mm size [Ref: P.W.D (S & P), Page - 41, Item.- 2]	6	Each
104	104	Supplying,fitting and fixing approved brand 32 mm dia.P.V.C. waste pipe, with PVC coupling at one end fitted with necessary clamps (ii) 750 mm long [Ref: P.W.D (S & P), Page - 43, Item.- 10(2)]	5	Each
105	105	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.(iii) 600 mm long [Ref: P.W.D (S & P), Page - 43, Item.- 9 (iii)]	6	Each
106	106	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.(i) 590 mm X 390 mm X 380 mm [Ref : P.W.D.( S & P.), Pg. -80, It.-6]	10	Each
107	107	Supplying, fitting and fixing bib cock or stop cock.(c) (i) Chromium plated Bib Cock (angular shape with wall flange) (Equivalent to Code No. 5037 & Model - Florentine of Jaquar or similar brand ).\n[Ref: P.W.D (S & P), Page - 5, Item.- 7]	44	Each
108	108	Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilayer (d) 2000 litre capacity [Ref: P.W.D (S & P), Page - 37, Item.- 6 (d)]	2	Each
109	109	Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 25 mm [Ref: P.W.D (S & P), Page - 33, Item.- 2 (Q)]	6	Each
110	110	GST 12%	1	LS
111	111	Labour wellfare Cess 1%	1	LS

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Construction Of Lichu Bagan School In Ward No . 45 Under Hmc, Under Hmc Area-West Bengal

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