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Tender For Construction Of 48 Nos Temporary Latrine, 8 Nos Vat As Per Departmental Drawing & All Other Allied Works At Differentschools Under Md Bazar Police Station In Md Bazar Development Blockin Connection With Perliament Generalelection 2024 Within Bo, birbhum-West Bengal

Public Health Engineering Department-PHED has published Tender For Construction Of 48 Nos Temporary Latrine, 8 Nos Vat As Per Departmental Drawing & All Other Allied Works At Differentschools Under Md Bazar Police Station In Md Bazar Development Blockin Connection With Perliament Generalelection 2024 Within Bo. Submission Date for this Tender is 24-04-2024. Toilet Bathroom Tenders in birbhum West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

43182964
Corrigendum : Tender For Construction Of 48 Nos Temporary Latrine, 8 Nos Vat As Per Departmental Drawing & All Other Allied Works At Differentschools Under Md Bazar Police Station In Md Bazar Development Blockin Connection With Perliament Generalelection 2024 Within Bo
Open Tender
Indian
West Bengal
birbhum
24-04-2024

Tender Details

Construction Of 48 Nos Temporary Latrine, 8 Nos Vat As Per Departmental Drawing & All Other Allied Works At Differentschools Under Md Bazar Police Station In Md Bazar Development Blockin Connection With Perliament Generalelection 2024 Within Bolpur Sub-Division Under Birbhum Division, P.H.E. Dte. ( Sl. No.-07 ) Location-Md Bazar Birsa Munda Mandi Bazar, Dr. Sudha Krishna High School, Seorakuri Malandang Banshidhar High School & Deucha Gourangini High School

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 22-Apr-2024 Other_Corrigendum Other 24-04-2024

Key Value

Document Fees
Refer document
EMD
INR 13502.0 /-
Tender Value
INR 6.75 Lakhs /-

BOQ Items

Name of Work: Construction of 48 nos temporary Latrine, 8 nos Vat as per Departmental drawing & all other allied works at differentSchools under Md Bazar Police Station in Md Bazar development blockin connection with Perliament GeneralElection 2024 within Bolpur sub-division under Birbhum Division, P.H.E. Dte. (SL. No.-07) Location-Md Bazar Birsa Munda Mandi Bazar, Dr. Sudha Krishna High School, Seorakuri Malandang Banshidhar High School & Deucha Gourangini High School
Sl. No. Item Description
1Construction of temporary latrine including Earth work in excavation of foundation and filling bysilver sandmasonryBrick work of125 mm th. in cement morter (1:4) and fixing of Bamboo post by diggingholes minimum 600 mm depth and supplying fitting fixing75 mm dia strong bamboo posts plates,rafters, ties etc. bycoir rope or nails and covered the temporary structure by Galvanize Corrugated iron sheet (on Hire basis) strengthened with split bamboo placed both ways (225 mm. apart) atboth sides and tied togather andwith necessary split Bamboo with strong outer frame and diagonals of half bamboo, supplying fitting & fixing shallow water closetIndian patter (I.P.W.C) of approved make in white vitreous chaina ware in position 450 mm long connecting by 110 mm dia UPVC pipe A type & conforming to ISI 3592-1992 with all necessary clamp, nail, including making hole infloor etc. floor of temporary toiletmade by Artificialstone in floor dado etc.with Cement concrete (4:2:1) with 6 mm stoneclips with water proofing compound as per standaredspecification of PWD Schedule 1st No. - 3 (ii) VP - 41 over single brick flat soling of picked Jhama bricks including ramming anddressing bed to proper level and filling joints with localsand including hire charges of bucket and mug eachfor toilet each for period of 07 (Seven) days maximum as per approved schedule rate of SE,CC, PHE Dte. including digging of night soil pitas per drawing covering the same by Durma mat braced with spilit Bamboo with polythin sheet covering with light earth fillinguniformly over it including maintenance of temporarylatrine,urinals, spot sources with supply and spreadingof bleaching powderfor maximum period of 07 (Seven) daysand dismantling of the same with filling of ditches by earth,disposalbamboo and other materialsdismantling floor concrete brick work if necessary including dressing and removing ofspoils to make the siteto its original position,including carrying loading & unloading and labour charges complete as per requirement with all sorts of materials and labour and direction of EIC. All the work to beexecuted as per standard drawing & specification approved byEIC.
2Earth 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.
3Filling in foundation or plinth by silver sand in layers not exceeding 150 mm. as directed and consolidating same by thorough saturation with water ramming complete, including the cost of supply of sand. (Payment to be made on measurement of finished quantity) Do by fine sand
4Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand.
51 st class Brick work with sand cement mortar(1:6) (a) In foundation & plinth.
6OrdinaryCement concrete (mix 1:2:4) with graded stone chips (20mm nominal size)excludingshutteringandreinforcement,ifany, in ground floor as per relevant IS codes.(A)Pakur variety
7Artificial stone in floor dado, staircase etc. with cement concrete(4:2:1) with 6mm. stone chipe with water proofing compound of approved quality @ 1Kg. /bag of cement to make the tank perfectly water tight laid in panels as directed with 3mm. thick toping made with ordinary cement (as necey.) & marble dust in proportion (2:1) including smooth finishing & rounding off corners & including application of cement shlury before flooring works using cement 1.75 Kg. /sqm. All complete including allmaterials & Labour above heal beam. a) 25mm. thick
8Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed ranking out joints or roughening of concrete where necessary (Ground floor)b)      20 mm thick (6:1)
9Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
10Supply of PVC Pipe (as per Schedule 40 & threded to match with G.I. Pipes25 mm dia)
11Supply of PVC Pipe (as per Schedule 40 & threded to match with G.I. Pipes20 mm dia)
12Polythene Bibcock /Stopcock with Plustic inlet (EMCO/ATLAS or equivalent) 15 mm dia.
13Supplying fitting fixing in position 25 mm dia PVC flexible pipe.
14Labour for fitting and fixing high density poly-ethylene pipes or P.V.C. pipes for above ground work including cost of jointing materials paints etc. fitting and fixing all necessary specials cutting pipes, making threads, cutting holes in walls or R.C. floor where necessary and mending good all damages exlcuding the cost of masonry or concrete work, if necessary, but including the cost andfitting and fixing holder bat clams (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.) (A) Above Ground a) 25mm dia.
15b) 15mm dia./20mm dia.
16Single Brick flat soling of picked jhama bricks including ramming and dressing bed to proper level, and filling joints with powered earth or local sand.
17Ordinary 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. (Dist- 45 km)
18Dismantling all types of plain cement concrete works, stacking serviceable materials at site and removing rubbish as directed within a lead of 75m. (i) upto 150mm th.
19Brick work with 1st class brick in C.M(1:6). a) In foundation and plinth (6:1)
20Artificial stone in floor, dado, staircase etc. with cement concrete (4:2:1) with stone chips, laid in panels as directed with topping made with ordinary or white cement (as necessary) and marble dust in proportion (2:1) including smooth finishing and rounding off corners and including raking out joints or roughening of concrete surface andapplication 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). i) 25 mm thick.
21Neat cement punning about 1.5mm thick in wall, dado, window, ceiling, floor, drain etc.
22Plaster (to wall, floor, ceiling etc) with sand & cement mortar includgrounding off or chamfering corners as directed a ramming out joints or roughening of concretesurface by chamfering etc. including threading noising and drip course where necessary. (Ground Floor) i) With 6:1 cement mortar a) 15 mm thick plasteroutside
23Supplying, 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.) (b) 25mm
24supplying,fitting and fixing PVC pipes of approved make of sch.80 (medium duty) conforming to ASTMD-1785 and threaded to match with GI pipes as per IS:1239 (part-1) with all necessary accessories,specials viz socket, bend, tee, union, cross, elbow, nipple, longscrew, reducing socket etc----fitted with` holder bats clamps,in/c cutting pipes,making threads,fitting,fixing etc complete in all respect in/c cost of all necessary fittings as required------any position above ground.(payment will be made on the centre nline measurements of total pipe line in/c specials). a)For Exposed Work (a) 20mm
25(b) 15mm
26Supply of Chlorinated Polyvinyl Chloride (CPVC) pipes & fittings conforming to IS-15778: 2007 (Q) Ball Valve a) 20mm dia.
27b) 25mm dia.
28PTMT Bib cock/stop cock (prayagor equivalent)--(a) 15mm dia
29supplying,fitting & fixing plastic water storage tank of approved quality with closed top with lid (black)-multilayer--(b) 1000 litre capacity
30Labour for hoisting plastic water storage tank---upto 1500 litre capacity (a) upto 1st story from GL
31Labour for lowering plastic water storage tank and stacking in places as directed.---upto 1500 litre capacity (a) From 1st floor to G.L.
32labour for punching hole nin plastic water storage tank upto 50mm dia.
33Labour for jungle cutting,improvement, cutting of earth and cleaning.
34Add GST @18% on sum of Item No. 1 to 33
35Add Cess @1% on sum of Item No. 1 to 34
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