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Tender ID
| # | Company | Status |
|---|---|---|
| 1 | Accepted-Technical | Accepted-Technical All Ok |
| 2 | Accepted-Technical | Accepted-Technical All Ok |
| 3 | Accepted-Technical | Accepted-Technical All Ok |
Tender Value
₹4.0 L
EMD Value
₹7,999
Closing Date
17 Feb 2026, 10:00 amClosed
Executive Officer Sabang Panchayat Samity
OFFICE OF THE SABANG PANCHAYAT SAMITY
Installation of Solar Submersible pump near Chaulkuri High School under Chaulkuri GP With In Sabang Panchayet Samiti Under 15 TH FC Fund ACTIVITY CODE-110447673(FY 2025-2026)
2026_ZPHD_1001919_3
WB/PMZP/SBG/NIET-57/2025-26
Open Tender
CIVIL WORKS
Percentage
30 days
CHAULKURI
Please refer Tender documents.
2 documents required · 2 mandatory
₹750
₹7,999
Yes
7 Mar 2026
9 Feb 2026
20 Feb 2026
9 Feb 2026
17 Feb 2026
9 Feb 2026
Labour for boring tube well of required dia. by water jet system throughany type of soil strata including hire and labour charges for boring pipes,scaffolding, tools and plants as necessary and taking out them andlowering pipes, strainers, blind pipe etc. and fitting and fixing the samecomplete 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. 150 mm dia
50 mm dia
supply of PVcC pipes & fittings Schedule 80 ( medume duty ) conforming to ASTMD 1785 and therede to match with GI pipesd as per IS : 123 a) 125 mm dia
supply of PVcC pipes & fittings Schedule 80 ( medume duty ) conforming to ASTMD 1785 and therede to match with GI pipesd as per IS : 123 b) 50 mm dia
Supplying PVC strainer (80 mm dia) approved make with adapter conforming to IS 12818 specification
Washing and developing tube well with air compressor pump and enginefor 8 (eight) hours continuous pumping per day with necessaryarrangements for testing the yield in gallons per hour with 'V' notchincluding hire and labour charges for all tools and plants and scaffoldingas required.
ii) 2 HP 3 phase AC Open well submersible pump set with external part made ofstainless steel of grade 304 or higher as per IS 6911 and IS 3444, for PDW withdischarge of 5.0 -6.0 Lps at 16 mts. total head with , required quantity of flexible Set delivery pipe( 20m), clamps , cable,control panel board and all other accessories to complete connection of suction and delivery side . The pump motor should be tested as per IS 14220.:2018(first revision
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 sortsof soil and refilling the same as directed complete in all respect. (Paymentwill be made on the centre line measurement of the total pipe lineincluding all specials No separatepayment will be made for accessories,specials.) 40 mm dia
Supplying , fitting and fixing GI cap at top 150 mm (Page-54 Item-18)
Supplying of 32 mm GI clum set
Supply of pvc 125 x 50 mm dia reducing socket
Supplyiong , fitting, fixing steel cutter up to 450 mm long with socket ( 50 mm dia )
Supplying of Solvent Cement
Supply , fitting , fixing 25 mm dia Bal - Valve
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.
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) (a) With earth obtained from excavation of foundation 2/3 of excavation
Filling in foundation or plinth by fine sand in layers not exceeding 150 mm as directed and consolidating the same by thorough saturation with water, ramming complete including the cost of supply of sand. (payment to be made on measurement of finished quantity)
Cement concrete with graded stone ballast (40 mm size excluding shuttering) In ground floor (A) [Pakur Variety](a) 1:3:6 proportion
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). 25 mm to 30 mm shuttering without staging in foundation.
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. With local hard blackstone variety chips (crusher broken)
Reinforcement for reinforced concrete work in all sorts of structures including distribution bars, stirrups, binders etc. complte SAIL/ TATA/RINL
Holding down bolt with nut including 100 x 100 x 6 mm plate washer at bottom fitted complete and packing the hole with cement concrete or cement grout as directed.Boult 16 MM Dia Length-600 MM
M.s structual works in colums,beabs etc.with simple rolled structural members (e.g joists,angle,channel section conferming to IS:266 Is:808 &SP (6) - 1964 connected to one another with bracket,gussets,cleats as per design, dsirection of engineer incharge complete including cutting to requisite shap and lenthh,fabrication with nessasary bolting,metal are welding conferming to IS: 816 - 1969&IS:1995 using electrodes of approved make the brand conferming IS: 814 - 2004, haulage,hosting and erection all complete. The rate includes the cost of rolled steel section,consumble such as electrodes,and higer charge of all tools and plants and labour required for the work including all incidental such as electricty chargees,labour insurance charge et I) For structural members of specified sections weighing less than 22.5 Kg./m
Supplying,fitting,fixing of PTMT ( polytetra bib cock/stop cock , prayag or equvalent ) 15 mm dia
Construction of platfrom of size 600mm x 600 mm with 125 mm thick brick work ( 4:1) as platfrom band over 850 mm x 850mm , 75mm thick Rcc platfrom 9 1:2:4 ) over a single B/F soling below GL over 150 mm thick sand filling 25 mm thick artificial stone floor over platform and inner side of band and outside upto GL as per deptt drawing and as per direction oo EIC
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 sortsof soil and refilling the same as directed complete in all respect. (Paymentwill be made on the centre line measurement of the total pipe lineincluding all specials No separatepayment will be made for accessories,specials.) 25 mm dia
Supplying P.V.C. water storage tank of approved quality with closed top with lid (Black) - Multilaye 1000 Liter
Tank cunecting nipil ( 32 mm dia )
Solar Module: Supply, transport, installation and commissioning of lSI marked as per IS 14286 and IEC 61853(1), 61730(1&2), 61710 certified Solar Module of Multicrystaline/ polycrystaIIine/ polycrystalline PERC/bifacial cell with min. efficiency of 15% and fill factor more than 70%, laminated between sheet of -Ethylene Vinyl Acetate (EVA) and high transmissivity 3.2/ 4.0 mm tempered glass, framed in anodized aluminium frame . The power output of individual PV modules used in the PV array, under STC, should be a minimum of 300 Watt peak, with adequate provision for measurement tolerances. Modules supplied with the SPV system should have warranty for output wattage, which should not be less than 90% at the end of 10 years and 80% at the end of 25 years. Necessary test certificate also to be supplied. b) For 2 HP Off-grid Solar Water Pumping System with Monocrystalline/ Monocrystalline PERC/bifacial SPV modules - 2150- 2400 Wp.
Labour Cess 1%
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