Educational and Research Institute Statutory Bodies & Commissions/Committees Closing in 4 days TDR #56673413

Tender For 1- Construction Of 3 Additional Class Room In Upgradation H S Madhwa (20031001002) 2- Construction Of 3 Additional Claass Room Inupg H S Manatu Tikulia ( Udise Code-20031004201)3- Construction Of 3 Additional Claass Room In Upgradation H S

Issued by Statutory Bodies & Commissions/Committees · Chatra, Jharkhand
Tender Value
1.37 Crore
Estimated cost
Bid Submission
06 Aug 2026
4 days left
EMD
2.74 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
Chatra → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender for 1- Construction Of 3 Additional Class Room In Upgradation H S Madhwa (20031001002) 2- Construction Of 3 Additional Claass Room Inupg H S Manatu Tikulia ( Udise Code-20031004201)3- Construction Of 3 Additional Claass Room In Upgradation H S Lamta ( 20031009601) In Chatra District Of North Chotanagpur Division Of Jharkhand.

BOQ

Name of Work:- 1- Construction of 3 Additional Class Room in UPG H S Madhwa (20031001002) 2- Construction of 3 Additional Claass Room inUPG H S Manatu Tikulia ( Udise Code-20031004201)3- Construction of 3 Additional Claass Room in UPG H S Lamta ( 20031009601) in Chatra District of North Chotanagpur Division of Jharkhand.
Sl. No. Item Description
11- Construction of 3 Additional Class Room in UPG H S Madhwa (20031001002) 2- Construction of 3 Additional Claass Room inUPG H S Manatu Tikulia ( Udise Code-20031004201)3- Construction of 3 Additional Claass Room in UPG H S Lamta ( 20031009601) in Chatra District of North Chotanagpur Division of Jharkhand.
2Earthwork in excavation in foundation trenches in ordinary soil (vide classfication of soil item - A) and disposal of excavated earth a obtained to a distance up to 50M including all lifts with leveling ramming the foundation trenches removing roots of trees shurbs all complete as per approved design and per building specification anddirection of E/I.
3Extra for earth work in hard soil as per specification and direction of E/I. (vide classfication of soil item - B) 50% of excavated earth
4Earth filling in foundation trenches and plinth in layer not exceeding 150mm thick will watered rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenched with a lead of 50mm and lift of 1.5M all complete as per building specification and direction of E/I. (Mode of measurement compactedvolume). 65% OF Excavated Qty.
5Providing coarse clean sand in filling in foundation trenches or plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts includng cost of all materials, Labour, rotalty and taxes all complete as per building specification and direction of E/I (Mode of measurement compactedvolume).
6Providing designation 75B brick work inC.M. (1:6) in foundation and plinth with approved quality of clean coarse sand ofF.M. 2 to 2.5 including providing 10mm thick mortar joints, cost of screening maerials, raking out joints to 15mm depth, curing, taxes and royalty all complete as per building specification and direction ofE/I.
7Providing designation 75 B brick work inC.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including, providing 10mm thick mortar joints, cost of screening materials, raking out joints to 15mm depth curing, taxes and royalty all complete as per building specification and direction of E/I.
8Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) : 6 graded stone aggregate 20 mm nominal size)
9Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :1:3:6 (1 Cement : 3 coarse sand (zone-III): 6 graded stone aggregate 40 mm nominal size)
10Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
11Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mmnominal size)
12Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement :1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size).
13Centering and shuttering including strutting, propping etc. and removal ofform for Foundations, footings, bases of columns,etc. for mass concrete
14Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings,balconies and access platform
15Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams,girders, bressumers and cantilevers
16Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers,Abutments, Posts and Struts
17Foundations, footings, bases of columns, etc. for mass concrete Weather shade, Chajjas, corbels etc., including edges
18Providing Toe steel reinforcement of 8mm dia to 32mm dia rods as approved design and drawing excluding carriage of M.S. bars to work site, cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. TMT Fe 500 (TMT coil Fe 500) {Only Valid for TATA (TISCON) SAIL, JSPL, Electrosteel Steels ltd. Bokraro & Vizag(RINL)} 8 mm to 32 mm dia (TMT coil Fe 500) {Only Valid for TATA (TISCON) SAIL, JSPL, Electrosteel Steels ltd. Bokraro & Vizag(RINL)} 8# dia@ 15%
1910# dia@20%
2012#-25# dia @ 65%
21Providing and fixing fan hooks of 16mm diaM.S. bar & 1 meter long, bent torequired size and shape, placed in position and fixed in the R.C.C.slab/beam at the time ofcasting all complete as per buildingspecification and direction of E/I.
22Providing designation 75 B one brick flat soling joints filled with local sand including cost of watering texes royalty all complete as per building specification and directionof E/I.
23Providing 12mm thick cement plaster (1:6) with clean coarse sand of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per specification and directionof E/I.
24Providing 6mm thick cement plaster (1:4) in ceiling with clean of F.M. 1.5 including screening, curing with all leads and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
25Providing two coat of oil bound distemper of approved shade and make over a primer coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding, washing floors and taxes all complete as per buildingspecification and direction of E/I.
26Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/ 10 sqm)
27Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare thesurface even and smooth complete.
28S/F M.S. grill made of 20 x 6mm M.S. flat as per approved design and drawing, properly fabricated with joints continous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction ofE/I. (Wherematerials is not supplied by the deptt.)
29Supplying, fitting and fixing M.S. grill gate with M.S. grill made of 20X6mm M.S. flats or 16mm M.S. square bars fitted on 25X25X6mm M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawingspecification and direction of E/I.
30Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (Mode of measurement Area shall be multiplied by the co-efficient as indicated in buildingspecificatio).
31Providing two coat of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface throughly , scaffolding and taxes all after removing dirt including scales smokes, grease and sand papering including cost of scaffolding and taxes all complete as per building specification and direction of E/I.
32Supplying, fitting and fixing 20 guage G.C.I. Sheet gate fitted on M.S. Angle frame of size 60X60X6mm. Including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C. (1:2:4) blocks of required size applying a priming red lead paint over steel work, taxes all complete as per drawingspecification and direction of E/I.
33Providing 250mm. Wide brick drain in cement mortar (1:6) with av. 150mm clear depth and 250mm apron including cost of eartwork involved with 75mm cement concrete (1:4:3) over one brick designation 75A flat soling in proper grade and slope at the base the drain duly plastered in C.M. (1:3) with punning over exposed surface all complete as per building specification anddirection of E/I.
34Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm bad by dry brick ballast 40mm nominal size well rammend and consolidated and grouted with finesand including finishing the top smooth.
35Water proofing for Old and New Roof Slab : Providing and laying water proofing treatment on roof slab by applying two Component, factory designed ready to use, acrylic modified flexible material applied with brush, roller or spray for water proofing coating as per manufacturerspecifications with following steps :- (b)1st Coat :- Apply 1st coat of two component acrylic modified, ready to use, flexible cementitious material on surface saturated dry roof and inside wall of Parapet wall upto 600 mm by brush or roller. After 1st coat of application ,45 gsm oI Fibre glass cloth to lay when the first (d) Protection of treated surface with PCC :- The treated surface should be covered with 25mm/50mm PCC of M-20 grade(1:1.5:3) with proper slope (1:120) towards tlre rain outlets in alternate panels of 2 mlx2ml keeping 6mm gap between the panel joint.lntegral water proofing
36Covering of treated surface wrth PCC :- Providing 25 mm thick Cement Concrete M20 (1:1.5:3) maintaining slope in alternate 2 mt x 2 mt panels with aaproved quality of stone chips of 20 mm to 6 mm size graded and cleaned sand of F M 2.5 io 3 including screening,shuttering,and mixingcement concrete in mixer with admixture
37Providing and filling of 6mm thick Groove between 25mm PCC panels with Polysuplhide sealant (Poring Grade) as per drawing and techinical speicifcation anddirection of E/I.
38Providing and laying vitrified parking/Industrial tiles in different sizes (thickness to be specified by the manufacturer ) with water absorption less than 0.08% and confirming to IS 4457:2007 of approved make in all colours and shades laid on 20mm thick cement mortar 1:4 (1 cement : 4 course sand) jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigment etc,complete.Size of tile300x300x10mm
39Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A, including jointing with sea; ring conforming to IS:5382, leaving 10mm gap for thermalexpansion, Single socketed pipes 110 mm Rain water pipe
40Providing and fixing on wall face unplasticised - PVC moulded fittings/ accessories for unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gapfor thermal expansion. Coupler - 110mm
41Bend - 110mm
42Shoe - 110
43Providing and fixing unplasticised -PVC pipe clips of approved design to unplasticised - PVC rain water pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and makinggood the wall etc. complete 110 mm
44Carriage of materials Bricks Lead = 1 k+7 P(8km)
45Sand lead = 10 km
46Stone chips lead = 22 km
47Stone metal lead = 22 km
48Local Sand lead = 3km
49Point wiring in PVC consuit, with piano type switch -Wiring for light point/exhaust fan point/call bell point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, with piano type switch, phenolic laminated sheet, suitable size PVC/G.I. box etc. as required
50Twin Control Point Wiring in PVC Conduit, with Modular type Switch: Wiring for twin control light point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/recessed PVC conduit, 2 way modular type switch, modular plate, suitable size of GI box etc asrequired.
51Circuit/Sub-main wiring in PVC Conduit:- Wiring for circuit / sub-main wiring along with earth wire with the following sizes of PVC insulated, copper conductor, single core cable in surface/recessed PVC conduit asrequired. 2x1.5 Sqmm + 1x1.5 sqmm earth wire
522x2.5 Sqmm + 1x2.5 sqmm earth wire
534x6 Sqmm + 2x6 sqmm earth wire (For 32 A IT Socket )
54S/F piano type switch/socket -Supplying and fixing following piano tyep switch/socket on the existing switch box/cover including connections etc. as required. 5/6 amps, one way switch
553 pin 5/6 amps, socket outlet
56S/F Modular type electronic fan regulator:- Supplying and fixing stepped (two module) type fan regulator on the existing modular plate switch box including connections but excluding modular plate etc asrequired.
57S/F power plug point with modular type accessories:- Supply and Fixing GI box with modular plate and cover in front on surface or in recess including providing and fixing 6 pin, 15/16 amps modular socket outlet and 15/16 amps modular type switch, connection, painting etcas required.
58S/F Ceiling Rose:- Supplying and fixing 2 pin ceiling rose on the existing junction box/ wooden block including connection etc as required.
59S/F Batten / Angle Holder:- Supplying and fixing batten / angle holderincluding connection etc as required.
60Supplying and fixing following way single pole neutral, sheet, MCB disrtibution board, 240 volts, on surface/recess, complete with tinned copper busbar, neutral busbar, earth bar, din bar, detachable gland plate, interconnections, phosphatized and powder painted including earthing etc. as required (But without MCB/RCCB/Isolator) 8 way, single door
61Supplying and fixing 6 amps to 32 amps rating, 240 volts, \\"B\\" series, miniature circuit breaker suitable for lighting and other loads of following poles in the existing MCB DB complete with connections,testing and commossioning etc. as required. 6/32, single pole, \\"B\\" series
62S/F DP MCB Isolator -Supplying and fixing following rating, double pole, 240 volts, isolator inthe existing MCB DB complete with connections, testing and commissioning etc. as required 40 amp
6363 amp
64G.I. Earth electrode with salt/charcoal -Earthing with G.I. earth pipe 4.5 mtr. Long, 40mm dia including accessories, and providing masonary enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal and salt as required
65P/F G.I. lightning conductor finial -Providing and fixing of lightning conductor finial, made of 25mm dia 300mm long, G.I. tube, having single prong at top, with 85mm dia 3mm thick G.I. base plate including holes etc. complete as required.
66S/L 8 SWG copper wire in ground -Supplying and laying 8 SWG copper wire at 0.50 metre below ground level for conductor earth, including soldering etc. as required
67Cable Laying of 1.1 KV & 11 KV :-MV cable laying upto 95 sq.mm. in ground -Laying of one number PVC insulated and PVC sheathed/XLPE power cable of 1.1 KV grade of size exceeding 35 sq.mm. but not exceeding 95 sq.mm. direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc. as required.
68Providing and fixing of XLPE, Aluminium Armoured PVC Cableconfirming to IS IS7908 (Part-1) 1988 0f grade 1.1KV. Make:- Havells / Finolex / Polycab Supplying PVC/XLPE insulated PVC sheathed, heavy duty, armoured electrical cable with aluminium conductor- 3.5 core, 50 sq.mm
69Supplying and fixing of 9/10 Watt LED Bulb
70Supplying and fixing LED Batten (20/22W)
71Supply of LED Street light (45/48W)
72Supply and installation of Ceiling fan 48\\" (1200mm)
73labour cess Please Enable Macros to View BoQ information

AI Tender Summary

OUR REF NO 56673413
AUTHORITY Statutory Bodies & Commissions/Committees
TENDER VALUE 1.37 Crore
LAST DATE 06-08-2026
Authority
Authority Name Jharkhand Education Project Council
Work Description Tender for 1- Construction Of 3 Additional Class Room In Upgradation H S Madhwa (20031001002) 2- Construction Of 3 Additional Claass Room Inupg H S Manatu Tikulia ( Udise Code-20031004201)3- Construction Of 3 Additional Claass Room In Upgradation H S Lamta ( 20031009601) In Chatra District Of North Chotanagpur Division Of Jharkhand.
Basic Detail
Tender No JEPC/CIV/03/2280/2026/2798
Bidding Type Tender
Location
City Chatra
State Jharkhand
Key Dates
Publish Date 27 Jul 2026
Submission Date 06 Aug 2026
Open Date 07 Aug 2026
Finance
Tender Value 1.37 Crore
Tender Fee 10000
EMD 2.74 Lakhs
Exemption Not Available
Document List
7ac5e8c3-bc43-4fce-8a74-ee68f4bf96cf.html
9.pdf
BOQ_157562.xls
Tendernotice_1 (17).pdf

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Tender Timeline

Jul 27, 2026
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 06, 2026
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Upcoming · 4 days
Aug 07, 2026

Bid Opening Date

Technical bids will be opened and evaluated.

Upcoming · 5 days

Tender Documents

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html

7ac5e8c3-bc43-4fce-8a74-ee68f4bf96cf.html

pdf

9.pdf

xls

BOQ_157562.xls

pdf

Tendernotice_1 (17).pdf

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