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Construction Of Community Toilet At Back Side Of Sontoshi Mandir On Plot No- 3608 , Mouza- Sainthia , J . L No- 95 , In The Ward No-03 , Under Sainthia Municipality . ( Sl . No . -01 ) , Sainthia Municipality, Sainthia, Birbhum.-West Bengal

Municipal Affairs Department has published Construction Of Community Toilet At Back Side Of Sontoshi Mandir On Plot No- 3608 , Mouza- Sainthia , J . L No- 95 , In The Ward No-03 , Under Sainthia Municipality . ( Sl . No . -01 ) . Submission Date for this Tender is 01-02-2021. Toilet Bathroom Tenders in Sainthia Municipality, Sainthia, Birbhum. West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

26604539
Construction Of Community Toilet At Back Side Of Sontoshi Mandir On Plot No- 3608 , Mouza- Sainthia , J . L No- 95 , In The Ward No-03 , Under Sainthia Municipality . ( Sl . No . -01 )
Open Tender
Indian
West Bengal
Sainthia Municipality, Sainthia, Birbhum.
01-02-2021

Tender Details

Construction Of Community Toilet At Back Side Of Sontoshi Mandir On Plot No- 3608 , Mouza- Sainthia , J . L No- 95 , In The Ward No-03 , Under Sainthia Municipality . ( Sl . No . -01 )

Key Value

Document Fees
INR 1000 /-
EMD
INR 14700.0 /-
Tender Value
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BOQ Items

Name of Work: Construction of Community Toilet at Back Side of Sontoshi Mandir on plot no- 3608, Mouza- Sainthia, J.l no- 95, in the ward no-03, under Sainthia Municipality. (SL. No.-01)
Sl. No. Item Description Item Code / Make Quantity Units
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.\n(a) Depth of excavation not exceeding 1,500 mm.\nColumn. BI01010001010000000000000515BI0100001113 19.019 Cum
2 2 Earth work in filling in foundation trenches or plinth with good earth, in layers not exceeding 150 mm. including watering and ramming etc. layer by layer complete. (Payment to be made on the basis of measurement of finished quantity of work)\n(a) With earth obtained from excavation of\nfoundation. BI01010001010000000000000515BI0100001113 3.8 Cum
3 3 Filling in foundation or plinth by silver sand in\nlayers not exceeding 150 mm as directed and\nconsolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on\nmeasurement of finished quantity)\n(B) Do - by fine sand. BI01010001010000000000000515BI0100001113 10.598 Cum
4 4 Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. BI01010001010000000000000515BI0100001113 37.37 Sqm
5 5 Cement concrete with graded stone ballast (40 mm size excluding shuttering)\nIn ground floor.\n(A) [Pakur Variety]\n(a) 1:3:6 proportion BI01010001010000000000000515BI0100001113 2.73 Cum
6 6 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\npaint to be paid separately).( Chequering not required over concrete or painted surface. BI01010001010000000000000515BI0100001113 4.11 Sqm
7 7 Brick work with 1st class bricks in cement mortar (1:6)\n(a) In foundation and plinth. BI01010001010000000000000515BI0100001113 2.644 Cum
8 7.1 (b) In superstructure, ground floor. BI01010001010000000000000515BI0100001113 13.82 Cum
9 8 125 mm. thick brick work with 1st class bricks in cement mortar (1:4) in ground floor. BI01010001010000000000000515BI0100001113 27.68 Sqm
10 9 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.\n(i) Pakur Variety BI01010001010000000000000515BI0100001113 13.28 Cum
11 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 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.\n(a) For works in foundation, basement and upto roof of ground floor/upto 4 m\n(i) Tor steel/Mild Steel\nJSW/JSPL/SHAYAM/SRMB/BMASL/ELECTRO STEEL/ SSL BI01010001010000000000000515BI0100001113 1.251 M.T.
12 11 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\ncompletion of works (upto roof of ground floor)\n(f) 25 mm to 30 mm shuttering without staging in foundation. BI01010001010000000000000515BI0100001113 34.38 Sqm
13 11.1 25 mm to 30 mm thick wooden shuttering as per decision & direction of Engineer-In-Charge. BI01010001010000000000000515BI0100001113 92.23 Sqm
14 12 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]\n(i) With 1:6 cement mortar\n(a) 15 mm thick plaster BI01010001010000000000000515BI0100001113 73.34 Sqm
15 12.1 20 mm thick plaster inside plaster. BI01010001010000000000000515BI0100001113 147.62 Sqm
16 12.2 With 1:4 cement mortar\n 10 mm thick plaster BI01010001010000000000000515BI0100001113 20.57 Sqm
17 13 Neat cement punning about 1.5mm thick in wall, dado, window sill,floor etc. BI01010001010000000000000515BI0100001113 9.65 Sqm
18 14 Supplying fitting and fixing 15 to 18 mm thick Marble slab/Tile in riser of step or skirting (upto 300 mm ht) over 15mm (avg) thick base of Cement mortar (1:2) laid with white cement slurry @ 4.4 kg/ Sq.m at back side of marble and jointed with white cement slurry @ 2.2 kg/ Sq.m with necessary pigments including grinding and Granite Polishing. [White cement and Pigment to be supplied by the Agency] (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / Udaypur Pink / Udaypur green / Black Bhalsana\n(ii) Area of each tile exceeding 0.3sq.m. but not exceeding 0.6sq.m BI01010001010000000000000515BI0100001113 16.53 Sqm
19 15 Supplying, fitting & fixing 1st quality Ceramic\ntiles in walls and floors to match with the\nexisting work & 4 nos. of key stones (10mm)\nfixed with araldite at the back of each tile &\nfinishing the joints with white cement mixed\nwith colouring oxide if required to match the\ncolour of tiles including roughening of\nconcrete surface, if necessary or by synthetic\nadhesive & grout materials etc.\nWall With Sand Cement Mortar (1:3) 15 mm thick\n& 2 mm thick cement slurry at back side of\ntiles using cement @ 2.91 Kg/Sq.m & joint\nfilling using white cement slurry @ 0.20kg/Sq.m.\n(a) Area of each tile upto 0.09 Sq.m\n(i) Coloured decorativee BI01010001010000000000000515BI0100001113 114.99 Sqm
20 16 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\nreinforcement 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 ofP.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. BI01010001010000000000000515BI0100001113 24.75 Sqm
21 17 Supplying, Fitting & Fixing 30 mm thick Factory made solid Panel 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 to form lock rail. Top, bottom and lock rails shall be provided either side of the panel with 10 mm (5 mmx2) th.,20 mm wide cross PVC sheet as gap insert for top rail and bottom rail. Paneling of 5 mm th. both side PVC sheet to be fitted in the M.S. frame welded/sealed to the styles & rails with 7 mm (5 mm+2 mm) th.x15 mm wide PVC sheet beading on inner side 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.\nIn ground floor. BI01010001010000000000000515BI0100001114 7.875 Sqm
22 18 Supplying best Indian sheet glass panes set\nin putty and fitted and fixed with nails and\nputty complete. (In all floors for internal wall\n& upto 6 m height for external wall)\n(i) 3 mm thick (weighing 7.4 kg/Sq.m) BI01010001010000000000000515BI0100001115 5.85 Sqm
23 19 Supplying, fitting and fixing windows and\nventilators with or without integrated grills\nconforming to IS 1038-1975 and\nmanufactured from rolled steel sections\nconforming to IS 7452-1974 with non-friction\nprojecting type, box type hinges, glazing\nclips, lugs locking bracket, handle plate etc,\nincluding hoisting in position, straightening if\nrequired, fixing lugs in cement concrete (\n1:2:4) with stone chips 20 mm down cutting\nholes and mending good damages to match\nwith existing surface complete in all respect\nexcluding glazing.\n(b) Openable steel windows as per IS sizes\nwith side hung shutters and horizotal glazing\nbars with/without fixed type ventilators.[The\nextra rate admissible for the openable portion only]\n BI01010001010000000000000515BI0100001115 1.35 Sqm
24 20 Collapsible gate with 40mm x 40mm x 6mm\nTee as top and bottom guide rail, 20mm x\n10mm x 2mm vertical channels 100mm apart\nin fully stretched position 20mm x 5mm M.S.\nflats as collapsible bracings properly rivetted\nand washered including 38mm steel rollers\nincluding locking arrangements, fitted and\nfixed in position with lugs set in cement\nconcrete and including cutting necessary\nholes, chasing etc. in walls, floors etc. and\nmaking good damages complete. BI01010001010000000000000515BI0100001115 3.15 Sqm
25 21 Priming one coat on steel or other metal surface with synthetic oil bound primer of approved quality including smoothening surfaces by sand papering etc. BI01010001010000000000000515BI0100001115 221.02 Sqm
26 22 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 :\n(a) On timber or plastered surface :\n(iv) Two coats (with any shade except white) BI01010001010000000000000515BI0100001115 221.02 Sqm
27 23 Supplying, fitting & fixing granite slabs 15mm to 18 mm. thick with uniform texture & without decorative veins in columns, wall, facia,rise 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. [Using cement slurry at back side of granite @ 4.4 kg/sq.m & white cement slurry for joint filling @ 1.8 kg/sq.m]\nIn 1st floor\n(a) Area of each Granite slab 0.6 to 1.0 Square meter. BI01010001010000000000000515BI0100001115 0.568 Sqm
28 24 Supplying, fitting and fixing Orissa pattern water closet in white glazednn vitreous chinaware of approved make in position complete excluding 'P' or 'S' trap (excluding cost of concrete for fixing). BI01010001010000000000000515BI0100001115 4 Each
29 25 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. BI01010001010000000000000515BI0100001115 4 Each
30 26 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. BI01010001010000000000000515BI0100001115 2 Each
31 27 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\napproved paint. BI01010001010000000000000515BI0100001115 2 Each
32 28 Supplying, fitting and fixing CPVC (Chlorinated Polyvinyl Chloride) pipes of approved make conforming to IS-15778: 2007 . 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, fitting, fixing etc. complete in all respect including cost of all necessary fittings as required,jointing materials 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.\n(i) CPVC Pipes Class-1, SDR-11\n(A) For Exposed Work\n15mm dia BI01010001010000000000000515BI0100001115 7.5 Mtr
33 28.1 20 mm dia. BI01010001010000000000000515BI0100001115 8 Mtr
34 28.2 32 mm dia. BI01010001010000000000000515BI0100001115 9 Mtr
35 28.3 For Concealed Work\n15 mm Dia. BI01010001010000000000000515BI0100001115 9 Mtr
36 29 Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilaye\nc) 1500 litre capacity. BI01010001010000000000000515BI0100001115 1 Mtr
37 30 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\nfinished with 25 mm thick grey artificial stone over 100 mm thick R.C.C(1:1.5:3) bottom slab\nincluding supplying, fitting and fixing all necessry specials, fittings, S.W. tees, C.I. foot rest etc. including excavation earth in all sorts of soil, 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.\n(v) For 100 users\nA) With Pakur variety.\nA) With Pakur variety. (SAIL/TATA/RINL\n BI01010001010000000000000515BI0100001116 1 Each
38 31 Construction of circular soak 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,\nexcavation 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\n1.00m inside dia.\n(SAIL/TATA/RINL)\n BI01010001010000000000000515BI0100001116 1 Each
39 32 Add (CGST 6%)+(SGST 6%)= 12 % BI01010001010000000000000515BI0100001126 1 GST
40 33 Add Cess 1% BI01010001010000000000000515BI0100001126 1 Cess
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