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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.6 CrAdmitted-Finance | ₹15.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹16.4 CrAdmitted-Finance | ₹16.4 Cr | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Decision |
| 4 | Rejected-Technical | - | - | Rejected-Technical Decision |
| Sl No | Description | Qty | Unit | M/S. R. K. CONSTRUCTION L2 | RISHIKESH KUMAR L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank Vegetating,Grass,bushes,shrubs,saplings and tree girth up to 300mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organick soil not exceeding 150 mm in thickness) (i) by Manual means:- (A) In area of light jungle ( Larg ) | 4.59 | Per Ha. | 96,889.25 ₹4.5 L | 92,481.45 ₹4.2 L |
| 2.00 | Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I. | 137.17 | Per M³ | 166.21 ₹22,799.03 | 158.65 ₹21,762.02 |
| 3.00 | Extra for warthwork in hard soil as per specification and direction of E/I (vide classification of soil item B) | 137.17 | Per M³ | 16.98 ₹2,329.15 | 16.2 ₹2,222.15 |
| 4.00 | Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume) | 122.6 | Per M³ | 60.52 ₹7,419.75 | 57.76 ₹7,081.38 |
| 5.00 | Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume) | 3.07 | Per M³ | 645.4 ₹1,981.38 | 594.01 ₹1,823.61 |
| 6.00 | Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I. | 38.98 | Per M² | 390.32 ₹15,214.67 | 372.56 ₹14,522.39 |
| 7.00 | Providing and Laying in position cement concrete of specification grade excluding the cost of centering and shuttering all work up to Plinth. (1:2:4 (1 cement 2 coarse sand (Zone -II ) : 4 Grade stone aggregate 40 mm nominal Size ) | 2.03 | Per M³ | 4,930.36 ₹10,008.63 | 4,706.08 ₹9,553.34 |
| 8.00 | Providing designation 75A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joits, cost of screening materials, raking out joints to 15 mm depth, curing, taxes amd royalty all complete as per building specification and direction of E/I | 12.6 | Per M³ | 5,955.55 ₹75,039.93 | 5,684.64 ₹71,626.46 |
| 9.00 | Providing and Laying in position cement concrete of specification grade excluding the cost of centering and shuttering all work up to Plinth. (1:1.5:3 (1 cement: 1.5 coarse sand (Zone -III ) : 3 Grade stone aggregate 20 mm nominal Size ) | 4.36 | Per M³ | 5,432.1 ₹23,683.96 | 5,185 ₹22,606.60 |
| 10.00 | Providing and Laying in position cement concrete of specification grade excluding the cost of centering and shuttering all work up to Plinth. (1:1.5:3 (1 cement: 1.5 coarse sand (Zone -III ) : 4 Grade stone aggregate 20 mm nominal Size ) | 4.69 | Per M³ | 6,557.55 ₹30,754.91 | 6,259.25 ₹29,355.88 |
Tender Value
₹14.9 Cr
EMD Value
₹14.9 L
Closing Date
5 Nov 2022, 5:00 pmClosed
Executive Engineer
Executive Engineer, Barrage Division, Galudih
Construction of Chakuliya Distributory-I (UGPL), Ex. from K.M. 0.390 of Galudih Left Main Canal.
2022_WRD_62121_1
WRD/BD/GALUDIH/IFB-03/2022-23
Open Tender
Civil Works
550 days
Galudih East Singhbhum
Please refer Tender documents.
9 documents required · 9 mandatory
₹10,000
EE Barrage Division, Galudih
₹14.9 L
Yes
1 Feb 2023
13 Oct 2022
9 Nov 2022
13 Oct 2022
5 Nov 2022
13 Oct 2022
Amount
Clearing and Grubbing Road (Clearing and grubbing road land including uprooting rank Vegetating,Grass,bushes,shrubs,saplings and tree girth up to 300mm,removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 metres including removal and disposal of top organick soil not exceeding 150 mm in thickness) (i) by Manual means:- (A) In area of light jungle ( Larg )
Earth work in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50 M. including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I.
Extra for warthwork in hard soil as per specification and direction of E/I (vide classification of soil item B)
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50M and lift of 1.5M all complete as per building specification and direction of E/I. (mode of measurement compacted volume)
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150 mm thick with all leads and lifts including cost of all materials, labours, royalty and taxes all complete as per buiding specification and direction of E/I. (Mode of measurement compacted volume)
Providing designation 75A one brick flat soling joints filled with local sand including cost of watering taxes royalty all complete as per building specification and direction of E/I.
Providing and Laying in position cement concrete of specification grade excluding the cost of centering and shuttering all work up to Plinth. (1:2:4 (1 cement 2 coarse sand (Zone -II ) : 4 Grade stone aggregate 40 mm nominal Size )
Providing designation 75A brick work in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joits, cost of screening materials, raking out joints to 15 mm depth, curing, taxes amd royalty all complete as per building specification and direction of E/I
Providing and Laying in position cement concrete of specification grade excluding the cost of centering and shuttering all work up to Plinth. (1:1.5:3 (1 cement: 1.5 coarse sand (Zone -III ) : 3 Grade stone aggregate 20 mm nominal Size )
Providing and Laying in position cement concrete of specification grade excluding the cost of centering and shuttering all work up to Plinth. (1:1.5:3 (1 cement: 1.5 coarse sand (Zone -III ) : 4 Grade stone aggregate 20 mm nominal Size )
Providing and fixing prestressed steel door frames conformingto IS 4351 manufactured from commercial mild steel sheet of 1.60 mm thickness,including hinges jamb,lock jamb,bead and if required angle threshold of mild steel angle of section 50x25 mm or base ties of 1.60 mm pressed mild steel welded or rigidly fixed together by mechanical means including M.S . pressed butt hinges 2.5 mm thick with morter guards lock strike-plate and shock absorbers as specified and applying a coat of apporved steel primer after pre-treatment of the surface as direction ofEngineer-in-chare.(FIXING WITH ADJUSTABLE LUGE WITH SPLIT END TALL TO EACH JAMB)
Providing and fixing to existing Door fram 30mm Thk. Factory made POLYVINYL Choride PVC Door Shutter made of Styles and rains of a UPVC hollo Section of size 60x30mm and wall thickness2mm(+-0.2mm) with inbuilt decorative moulding edging on one side.The styles and rails mitred and joint at the corners by means of ms .galvanised/plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless steel screw.The styless of the shutter reainforced by inserting galvanised M.S tube of size 25x20 mm and 1mm(+-0.1MM) Wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm glvanised M.S rod and fastened with nuts and washers,complete as per manufacturers specification and direction ofEngineer-in-chare.
Supplying, fitting & fixing fully glazed steel door, windows or ventilation of standard rolled 'Z' and mullion steel sections and size as per IS-1038 joints met and welded with 100 x 16 x 3mm M.S. lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm, size icluding cost of oxidised iron fittings, with hinges, handle per steps, catch spring, 3mm thick plain glass panes with aluminium beads and inner frame fixed with lugs with 20mm long 6.3mm G.I. counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storiys and taxes all complete as per building specification and direction of E/I.
Providing (tor steel) reinforcement of 8mm dia rods as per approved design, drawing, removal cutting, bending, binding, annealed wire with cost of wire removal of rust, placing the rods in position (excluding carrage of bar to work site ) all complete job as per building specification and direction of E/I.(TMT Fe500Fe500{only valid for Tata,Tiscon,Sail,JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) (i) 8mm dia Bars
(ii) 10mm dia Bars
(iii) 12 mm dai Bars
(iii) 16 mm dia Bars
Supplying, fitting & fixing M.S. GRILL made of 20 x 6 mm flat as per approved design and drawing properly fabricated with joints continuous fitted, welded and finished smooth,Carriage of grill to work site, hoisting as per building specification and direction of E/I.
Providing & fixing FAN HOOK of 16 mm dia M.S. bar, 1 M long bent to required size and shape, placed in position and fixed in the R.C.C. slab-beam at the time of casting all complete as per building specification and direction of E/I.
Providing and laying 6mm precast white glazed tiles in walls over 12 mm cement mortar (1:3) and jointed with grey cement slurry flush pointed with white cement including rubbing polishing and cost of curing taxes , and royalty all complete as per building specificatio and diorection and of E/I With commercial grade colour 15x15 cm tiles
Providing 6 mm. thick cement plaster (1:4) in ceiling with clean coarse sand 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.
Providing 12mm thick cement plaster(1:4) with clean coarse sand of F.M1.5 including screening , curing with all leads and lifts of water,scaffolging taxes and royalty with all complete as per building specification and direction of E/I.
Providing primer one coat of red lead paint of approved make over new steel surface including prepare in 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 measurment Area shall be multiplied by the Co-efficient as indicated in building specification)
Providing primer two coats of painting with ready mixed paint of approved shade make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I.
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scoffolding, curing all taxes all complete as per building specification and direction of E/I.
Supplying fitting and fixing vitereous white glazed earthenware IWC of parry or Hindustan or any other ISS approved make with 100 mm HCl "P" trap 15 liters C.I pull and let go flushing cistern or names or other ISS equivalent make complete with all fitting C.I or C.C brakets 32mm PVC telecopies flush pipe about 2.00M long with brass coupling and clamps G.I chain and pull including supplying and fixing a pair of vitreous white glazed earthen ware foot rest to be fixed in floor 15mm C.I body brass spindle stop cock of weight not less than 50 grams connection pipe 450 long and the exposed pipe and cistern with two coats of red oxide primer etc. all complete as per specification direction of E/I with 580mm long and 12.5 liter low level PVC cistern. (B- 510 mm long-c)
Earthwork in excavation of foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth so obtained to a distance upto 50M and average lift of 1.5M including levelling, ramming the foundation trenches removing the roots of shrubs etc. all complete as per specification and direction of E/I.
Extra for Earthwork for each subsequent lift 1 m over the initial lift of 1.5 M For ordinary and hard soil (vide classification of soil item A and B). Extra for each Subsequent lift of 1M over the initial lift of 1.5 M.
Providing coarse clean local sand in filling in foundation trenches including ramming, watering, royalty and all other taxes complete job as per specification and direction of E/I.
P.C.C 1:3:6 in foundation (Plain Cement Concrete 1:3:6 Nominal mix in Foundation with crushed stone aggregate 40mm Nominal size Mechanically mix ,placed in Foundation and Compacted by vibreration including curing for 14 day.)
Plain/Rrinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (PCCGrade-M15) (Case II)
Plain/Rrinforced cement concrete in open Foundation complete as per Drawing and technical specifications. (RCCGrade-M20) Case-II using Concrete mixer
Supplying fitting and fixing rubber seal (water stop) of approved quality for construction joints complete job as per specification and direction of E/I.
Providing and fixing in position 25mm thick bituminastic board (shallitex or equivalent) as per I.S 1838-1983 in expansion or construction joints, all complete job as per specification and direction of E/I.
Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.
Furnishing and Placing Reinforced/Prestressed cement Concrete in Super Stucture as per Drawing Technical Specification (A) RCC Grade M20, Height up to 6m to 8m
Providing shuttering including strutting proping etc. and its removal after use in foundation as per specification and direction of E/I.
Providing shuttering including strutting proping etc.and its removal After use in various components of canal structures as per specification and direction of E/I.
Providing centering including strutting and proping etc and removal after use in deck slab as per specification and direction of E/I.
Earthwork in filling foundation trenches and back filling of structures in layer not exceeding 150mm thick well watered, rammed and fully compacted and finely dressed with suitable earth obtained from excavation of foundation trenches and placed in a suitable profile within a lead of 30M and lift of 1.5M complete job as per specification and direction of E/I.
For ordinary and hard soil (vide classification of soil item A and B).
Providing designation 75A brick work in cement C.M (1:4) in foundation and Plinth with approved quality of Clean Coarse sand of F.M. (2.0 to 2.5) including providing 10mm thick mortal joints, cost of Screening,materials scaffofing raking of joint to 15mm dept curing, royalty and taxes all complete as per building specification and direction of E/I.
Supplying, fitting and fixing callapsible gate of approved size and make properly fabricated with vertical double channels 20x10x2mm. At 100mm. Centres and braced with M.S. flat diagonals 20x3mm with top and bottom rails of T. iron 40x40x6mm with 38mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, car riage, hoisting and taxes all complete as per building specification and direction of E/I.
Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface inluding preparing the plastered surface by rubbing wmooth with pumice stone or fine sand paper applying putty wherever required scaffolding washing of floors and taxes all complete as per building specification and direction of E/I.
Supplying single girder Electrically operated rectangular travelling crane with 6 m lift complete with wire rope hoist class II Duty all three motion electrically operated by suitable rating motor IP 54, Controll panel and down pendant control block
Earthwork in exacavation (As per IS 3114 - 1965) for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-charge
Earthwork in exacavation in canal by the hydraulic excavator as per designed section in soft rock (where blasting is not needed) (vide type of soil item-C) with disposal of spoil beyond 500 m but upto 1000 m with all lifts by tipper including construction and maintenance of haul road all complete as per specification and direction of E/I.
Providing (tor steel) reinforcement of 8mm dia rods as per approved design, drawing, removal cutting, bending, binding, annealed wire with cost of wire removal of rust, placing the rods in position (excluding carrage of bar to work site ) all complete job as per building specification and direction of E/I.(TMT Fe500Fe500{only valid for Tata,Tiscon,Sail,JSPL,Electrosteel Steels Ltd. Bokaro and Vizag (RINL) (1) 350 mm dia (DI)
(2) 500 mm dia (DI)
(3) 600 mm dia (DI)
(4) 800 mm dia (DI)
Supplying labours, tools, tackles, lubricant etc. for laying and jointing C.I.S/S tyton pipes (class LA) /D.I. pipe in trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.- 5382- 1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete (Pipe to be suppllied departmenatlly free of cost and laying of pipes is to bedone as per I.S.S.3114-1985) as per design, specification and direction of E/I. (1) 350 mm dia (DI)
(2) 500 mm dia (DI)
(3) 600 mm dia (DI)
(4) 800 mm dia (DI)
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 E/I (for classification for soil item A & B)
Supplying labours, tools and tackles for testing of laid CI or UPVC or HDPE or AC/DI pressure pipe upto 60 m head of water all complete as per specification and direction of E/I (Water to be supplied free of cost departmentally). (1) 350 mm dia (HDPE Pipe)
(2) 500 mm dia (HDPE Pipe)
(3) 600 mm dia (HDPE Pipe)
(4) 800 mm dia (HDPE Pipe)
Providing and Laying D.I. specials of class (K-12) like branch, bends and tapers, sluice valves, air valves etc. for water supply works suitable for push on jointing (Rubber gasket jointing) conforming to IS 9523 with cement mortar lining for inside surface and outside Zinc coating with Bituminous paint including all other taxes, insurance, carriage to work site with loading, unloading etc, stacking including inspection charges of DGS&D/ SGS and sales tax all complete. (Socketed) (500 mm dia K-9 pipe )(5% of DI pipe cost) (1) 350 mm dia (DI Pipe)
(2) 500 mm dia (DI Pipe)
(3) 600 mm dia (DI Pipe)
(4) 800 mm dia (DI Pipe)
Supplying labour and tools for laying and jointing C.I. specials in trenches including supplying lead and yarn (Pig lead confirming to ISS: 782-1978 and yarn confirming to ISS : 658/-1972) and making lead caulked joints as per IS specification and direction of E/I. (For all socketted Tee) (1) 350 mm dia (DI Pipe)
(2) 500 mm dia (DI Pipe)
(3) 600 mm dia (DI Pipe)
(4) 800 mm dia (DI Pipe)
Supplying, fixing and fitting the following CI valves confirming to relevant I.S. standard specification including all jointing materials confirming to the relevant B.I.S.specification latest amendment with ISO accreditation and standard specifications.(A) Sluice Valve (PN-1.6) (i) 800 mm dia (DI Pipe)
(ii) 600 mm dia (DI Pipe)
(B) Scour valve (PM-1.6) (i) 800 mm dia (DI Pipe)
(ii) 600 mm dia (DI Pipe)
(C) Air valve3 - Double Ball flanged type PN 1.6 (i) 200 mm dia (DI Pipe)
Supplying , Providing and erecting double flanged swing type non - return valve as per IS 5312 (Part-1) PN-1.6 having seating materials of S.S. to AISI - 410 and all cast component of CI to IS : 210 FG - 200 (a) Reflux Valve (PN - 1.6) (i) 800 mm dia (DI Pipe)
(ii) 600 mm dia (DI Pipe)
(iii) 350 mm dia In pump house on delivery pipe
Supplying and Labour charge for pitchng on apron slope of bank with stone boulder duly packed (uncreated) complete job ( materials within 150 m and all lifts as per specification and direction of E/I.
Supplying and laying good quality of stone metal Filter of size ( 20 mm to 63 mm ) in rock toe, heel trenches, toe drain as per design and drawing including the cost of materials, royalty and all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
SUPPLYING, INSTALLATION & COMMISSIONING OF HSCF MOTOR PUMPS SET: A - Suction Pipe--- (i) Supply 300 mm dia C.I. pipe for coloum & Delivery Pipe as per Standard Specification --- 3Nos x 8M
(ii)Supply of 300mm C.I. flanged joint & Labour rate for fitting & fixing C.I.for 300mm C.I. pipe of 250mm dia with C.I. flamged joint.
(iii) Supply 300mm dia Foot Value having single leather flap and gun metal seating.
(iv) Supplying double flange Sluice Valve 300mm dia P N-1.6 (without byepass arrangement). (DWSD 120 C, P-40)
(v) Labour for fitting Sluice Valve 300 mm dia (DWSD 3.1.35, P-60)
150 H.P. Pump Set
Supplying Fully automatic star delta starer to operate induction motor working on 415v, 3 phase, 50Hz with no volt coil, over load element, on-off push buttons with necessary materials and connected to suplly ,etc complete with orginal sheet steel encloser as per IS 3914. for 150 HP Pump Sets C-Starter
Carriage of materials at site (i) Cement & Steel
(iii) Sand
(iv) Stone Chips
(v) Stone Metal
(vii) Bricks
Cost of Annual Repir Charges of GLMC Through UGPL
Add GST @18%
Add Labour Cess @1%
M/S. R. K. CONSTRUCTION
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