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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LRejected-Finance | ₹7.5 L | L1 | Rejected-Finance lowest bidder |
| 2 | Rejected-Technical | - | - | Rejected-Technical HIGH RATE |
| 3 | Rejected-Technical | - | - | Rejected-Technical HIGH RATE |
| 4 | Rejected-Technical | - | - | Rejected-Technical HIGH RATE |
| 5 | Rejected-Technical | - | - | Rejected-Technical HIGH RATE |
Tender Value
₹7.5 L
EMD Value
₹15,000
Closing Date
14 Mar 2026, 5:00 pmClosed
E.E. R.D.Spl. Division, Sahibganj
E.E. R.D.Spl. Division, Vikas bhawan Sahibganj
Construction of Deep Boring cum Jal Minar in Vill- Nageshwarbag near house of Lukhiram murmu. under Rajmahal block, Dist- Sahibganj
2026_RDSPL_110850_1
RDSpl/SAHIBGANJ/18/2025-26 GR04
Open Tender
Civil Works
Percentage
120 days
Rajmahal, Distt.-Sahibganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,250
₹15,000
22 Jun 2026
6 Mar 2026
16 Mar 2026
6 Mar 2026
14 Mar 2026
6 Mar 2026
Bore Cost of drilling 200mm x 165mm x 100m deep bore well in all kinds of soil and rock in rural area for installation of pump set with D.T.H. rig all complete! including supplying all materials, labours, tools, drilling rig, air compressor and equipment as well as fuel, lubricants for making boring and cost of transporting/charges of rig machine & other vehicles up to site of the work as per specification and direction of E/l. (a) Up to 50 mtr Below G.L. (M1035 : DW&S)
(b) Beyond 50 mtr. up to 200 mtr. Below G.L.
Supplying all materials, labours, equipments for lowering 200mm dia M.S. ERS pipes as casing of well thickness 6mm for protecting the sites from falling during the process of drilling ail complete including carriage to work site. (M1036 : DW&S)
Supplying labour and equipments including 200mm dia. M.S. Cap and fitting and fixing over the tube well properly and taking it out as per direction of E/I. (M1036 : DW&S)
Supplying all tools, labours, equipments for lowering 32mm dia P.V.C. pipe in 3 mtr. length in the drilling bore of tube well etc. all complete job as per direction of E/I. D.S.R. 18.9.4
Development of tube well in accordance with IS : 2800 (part I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, all as per requirement and direction of Engineer-in-charge. (M1042 : DW&S)
Supplying fitting and fixing of KSB/KIRLOSKER/CRI make 1.50 HP Submersible pump set having head of 135 metre including all taxes, royalty, etc.all complete job as per direction of E/I. (M1055 : DW&S)
Supplying fitting and fixing of 5 H.P. standard make starter panel board with arrangement of all necessary protection including all taxes,royalty etc all comlete job as per direction of E/I. (M1065 : DW&S)
Supplying fitting and fixing 3 core 4mm2 flat copper submersible cable FINOLEX/HAVELS make including all taxes,royalty etc all complete job as per direction of E/I. (M1906 : Energy)
Supplying labour for fitting and fixing deep well cylinder jointing materials, chrome leather bucket all tools and plan etc. required for the job for low water level all complete job as per specification and direction of E/I. (M1052 : DW&S)
Providing all labour for fitting and fixing of India Mark-II hand pump including supplying all tools and plats etc. as required for the job all complete job as per direction of E/I. (M1053 : DW&S)
Supplying all materials, labour & equipments for constructing P.C.C. (1:2:4) circular platform around each drilled tube well including 12mm thick cement plaster (1:4) with neat cement punning over exposed surface as per UNICEF design etc. all complete. (M1045 : DW&S)
Supplying all materials, labour & equipments for constructing P.C.C. (1:2:4) drain as per UNICEF design etc. all complete. (M1046 : DW&S)
Supplying extra Deep Well Hand Pump complete set with Cylinder Assembly & Connecting Rod (12 Pcs.) as per IS : 15500 Part-2/2004 (M1047 : DW&S)
Cost of 32mm dia G.I. pipe 3 M long screwed at both ends with seamless Socket as per IS. 1239 (Part-II)/1990. (M1025 : DW&S)
Construction RCC Foundation for Steel structure staging & Solar panel .Earth work in excavation in foundation trenches in ordinary soil and disposal of excavated earth as obtained to a distance up to 50.0m ,including all lifts, levelling ,ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design ,building specification and direction of E/I(vide classification of soil item -B) Foundation for Steel structure staging BCD 5.1.1
Extra for earth work in hard soil all complete as per approved design building specification and direction of E/I
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials ,labour ,royalty and taxes all complete as per building specification and direction of E/I(Mode of measurement compacted volume) Foundation for Steel structure staging BCD 5.1.10
Providing nominal mix PCC M-150 of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I Foundation for Steel structure staging BCD 5.3.1.2
Providing RCC M-20 in nominal mix of (1:1.5:3) in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5to 3 including screening shuttering mixing cement concrete in mixer and placing in position vibrating striking curing and royalty all complete as per building specification and direction of E/I. (a)Foundation for Steel structure staging Footing and Vertical Pedestal BCD-SOR-5.3.1.1
Column And Tie Beam (BCD-SOR-5.3.2.1)
Providing for steel reinforcement as per approved design and drawing excluding carriage of T.S. bar to work site cutting, bending 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. (a)Foundation for Steel structure staging As per Item-5, Total quantity of RCC=3.04m3 Total quantity of Steel @ 120.00 kg/m3 =3.04m3x120.00 kg/m3=364.80kg or say 0.36on. BCD page no 68 part A 8.1
Earth work in back filling the trenches after laying different types and size of pipes with earth removed during excavation within initial lead and lift as per specification and direction of Engineer-in-Charge. 80% of earth work (3.1.1.2)
Carriage of materials Cement
Stone Chips
Providing structural steel galvanised squre pipe section work in trusses, other similar trussed purlins and members with all bracing ,gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge ,including cutting fabricating ,hoisting , erecting and fixing in position , making riveted/bolted /welded connections and one coat of anticorrosive paint and over it two coat of all oil painting & For Structure(PLUS) Providing and applying materials &labour for 2% hot dip galvanizing of above structure including transportation for galvanizing minimum thickness 80microns (Net wt. of components to be Galv) preferably TATA structural section etc including nessary nut bolt complete as per approved drawing
Information board for IEC Providing structural steel work in trusses other similar trussed purlins and members with bracing gusset plates etc as per detailed design and drawing or as directed by Engineer- in-charge including cutting fabricating hoisting erecting and fixing in position making reverted bolted welded connections one coat of anticorrosive paint and over it two coats of oil painting etc complete (MJP 2019-2020 Sec F Item 6)
Providing and fixing HDPE container Syntex or alike one piecemolded water tank made out of low density polythyler andbuilt corrugation including of delivery up to destination hoisting and fixing of accessories such as inlet, outlet overflow of all tanks capacity 5000.00 litres Capacity Water storage Tank(DWSD. Item No-01 M)
Transportation Charge
Lifting of 5000 Litrs Capacity Tank up to 4.00m height with lifting tools with rope and labour
Making long screw in G.I. pipe including supplying and fitting jam nuts and extra socket etc.
Making 30 cm (12") dia bore up to 4M below ground with hand auger of approved quality in ordinary soil (vide classification of soil item-A) true to plum and without eccentricity in any stage of operation and disposal of the exacavated earth up to 50m lead including all lifts all complete as per approved design and direction of E/I. 8 Nos x 1.5 M=12M
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M.2.5 to 3 including screening shuttering, mixing cement concrete in mixer and placing in position, vibrating, curing, taxes and royalty all complete as per building specification direction of E/I. 0.785 x0.3x0.3x8 no x 1.5 M=0.848
Drilling 6mm dia holes in M.S Angle iron for fixing of stables etc. as per building specification and direction of E/I. 8 Nos x 6 nos= 48 Nos
Labour cost cutting of M.S Angle iron posts to required length, one end splitted as fish tailed in a length of 150mm complete as per building sepcification and direction of E/I. 8 Nos
Supplying, fitting and fixing straining bolts with nut size 22cm*10mm dia tighten the barbed wire with corner post complete as per building specification and direction of E/I.
Supplying, fitting and fixing Galvanised chain -link mess having 3mm thick wire cell type 40 x 40 mm fitted on M.S. angle frame with two diagonals having 25x25x5mm size angle including cost of fabrication, providing necessary bocking arrangement with haskal and domny duly fixed in angle post, applying a priming red lead paint over steel work, taxes excluding the cost of Galvanised chain-link mess all complete. Wt of Angle-10.5M@ 1.8 kg/M=18.9 kg+5 kg for locking arrangement and huskal domney etc=23.5Kg say 25kg
Cost of Galvanised chain-link mess having 3 mm thick wire cell type 40x40 mm not less than 3.1 kg/Sqm-Lengh 8m high=16m2 @ 3.1Kg/M2=49.6 Kg say 50 kg-
Cost of 50 x50 x6 mm M.S angle-8nos x 2.75=24.75 @ 4.5 Kg/m=99.18 kg
Good and Services Taxes @ 18%
Labour Cess @ 1%
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