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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAccepted-AOC | ₹3.7 Cr | L1 | Accepted-AOC Work Allotted |
| 2 | L2₹4.0 Cr+₹22.4 L (5.99%)Rejected-Finance | ₹4.0 Cr+₹22.4 L (5.99%) | L2 | Rejected-Finance L2 |
| 3 | L3₹4.3 Cr+₹56.7 L (15.1%)Rejected-Finance DHANBAD | DHANBAD | JHARKHAND | 818142 | ₹4.3 Cr+₹56.7 L (15.1%) | L3 | Rejected-Finance L3 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Disqualified |
| 5 | Rejected-Technical H NO 776 STREET 25 SECTOR 9 D HARLA SECTOR 9 BOKARO | BOKARO | JHARKHAND | 825102 | - | - | Rejected-Technical Technically Disqualified |
Tender Value
₹4.3 Cr
EMD Value
₹4.3 L
Closing Date
2 Dec 2023, 5:00 pmClosed
Executive Engineer
O/o Executive Engineer D W and S Division Tenughat
Strengthening of Source by Construction of Intakewell, Gangway supplying and Laying Raw Water Rising main from Konar River to Existing WTP for Gomia Rural Water Supply scheme under D.W.and S. Division Tenughat for the year 2023-24
2023_DWSD_77723_1
Tenughat/05/2023-24 (1st Call)
Open Tender
Civil Works
Turn-key
180 days
Tenughat
Please refer Tender documents.
2 documents required · 2 mandatory
₹10,000
₹4.3 L
Dumka
2 Mar 2024
16 Nov 2023
4 Dec 2023
16 Nov 2023
2 Dec 2023
22 Nov 2023
22 Nov 2023
Amount
Construction of 5.0 M dia and 0.5 M deep Intakewell & 5.0 M high circular Pump House
Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I. Initial lift
Earthwork in excavation of foundation trenches of toe wall, spillway, head regulator, intake well and outlet etc. as per designed section in ordinary rock or soft rock (where blasting is not needed) (Vide classification of Soil Item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150 m & initial lift of 1.50m as per specification & direction of E/I
1st lift
2nd lift
3rd lift
4th lift
5th lift
6th lift
Providing P.C.C M-15 with in nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of F.M 2.5 to 3 ) including , screening ,shuttering ,mixing cement concrete in mixture and placing in position vibrating striking curing taxes and royality all complete as per building specification and direction of E/I. direction of E/I.
Providing and laying in situ cement concrete of trap / granite / quartzite / gneiss metal for RCC work in foundation like raft , grillage , strip foundation and footing of RCC columns and steel stanchions including normal dewatering , plywood from work bully / steel propups compaction , finishing and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . Use of L& T , A.C.C. , Ambuja , Birla Gold , Manikgad Rajasree etc. cement is permitted .) (excluding M.S or Tor For RCC M-30 .
Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3 of sufficint minimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . Use of L& T , A.C.C. , Ambuja , Birla Gold , Manikgad Rajasree etc. cement is permitted .) (excluding M.S or tor reinforcement ) for RCC M-30 grade vertical walls
Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work bully /steel prop-ups , compection finishing the formed surface with CM1:3 of sufficient minimum thickness if special finish is to be provided and curing etc. complete ((By weigh batching and mix design for M-25 and M-30 only . Use of L& T , A.C.C. , Ambuja , Birla Gold , Manikgad Rajasree etc. cement is permitted .) (excluding M.S or tor reinforcement ) for RCC M-25 grade Beam
Providing and casting in situ cement concrete of trap / granite / quartzite / gneiss metal of approved quality for RCC work as per detailed drawing and designs or as directed by Engineer - in- charge including normal dewatering centering plywood form work , bully/steeel prop-ups compaction finishing the formed surfaces with CM 1 : 3 of sufficint minimum thickness if special finish is to be provided and curing etc. complete . (By weigh batching and mix design for M-25 and M-30 only . Use of L& T , A.C.C. , Ambuja , Birla Gold , Manikgad Rajasree etc. cement is permitted .) (excluding M.S or tor reinforcement ) for RCC M-25 grade. For roof slab
Providing RCC M 250 with nominal mix in beams of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM, 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing (but excluding the cost of reinforcement ) taxes and royalty all complete job as per specification and direction of E/I.
Providing RCC M 250 with nominal mix in columns with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of FM, 2.5 to 3 including shuttering, mixing cement concrete in mixer and placing in position, vibration, striking, curing (but excluding the cost of reinforcement ) taxes and royalty all complete job as per specification and direction of E/I.
Providing RCC M 250 with nominal mix in roof slab with approved ) of stone chips 20mm to 6 mm size graded and clean coarse sand of FM, 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing (but excluding the cost of reinforcement) taxes and royalty all complete as per building specification and direction of E/I
Providing 63 mm average thick RCC M- 200 with nominal mix of (1:1.5.3) in chhajja with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 2.5 to 3 including , shaking drip coarse in concrete screening centering shuttering , mixing cement concrete in mixer and placing in position , vibrating , striking , 6 mm thick cement plaster (1:4) with sand of FM 1.5 curing (excluding the cost of reinforcement ) taxes and royalty all comlete as per building specification and direction of E/I
Providing TMT reinforcement (TOR steel) 12 mm as per approved design drawing , removal o f rust cutting , bending, binding including supplying annealed wire placing MS rods in position all complete job as per specification and directionof E/I.
Providing designation 75 A brick work in CM 1:6 in superstructure with approved quality of clean coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints,cost of screening of materials, scaffolding, racking out joints to 15 mm depth curing, taxes and royalty all complete as per building specification and direction of E/I
Supplying fitting and fixing full glazed steel Supplying fitting and fixing fully glazed steel door window or ventilators standard rolled Z and mullion section and sizes as per I.S.-1038 joints met and welded with 100 x 16 x 3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15 x 10 x 10 cm size including cost of oxidized iron fitting with hinges, handle per steps, catch springs 3mmv thick plain glass panes with Aluminium beads and inner frame fixed with lugs of 20 mm 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 storey and taxes all complete as per building specification and direction of E/I.
Supplying fitting & fixing collapsible gate of approved size and make properly fabricated with vertical double channel 20x10x2mm, at 100mm centres and braced with MS flat diagonals 20x3mm with top and bottom rails of T irons 40x40x6mm with 38mm dia steel pulleys complete with bolts nuts locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I .
Providing 12 mm thick cement plaster (1:6) for inside &cut safe surface of p/H with clean coarse sand of P M 15 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 6 mm thick cement plaster (1:4) in ceiling of P/H & jack well with clean coarse sand of FM 1.5 including screening, curing with all leads and lift of water , scaffolding taxes and royalty all complete as per building specification and direction of E/I
Providing 12 mm thick water proof cement plaster (1:3) with clean coarse sand of FM 1.5 with 5 % cicoor or any other approved water proofing compound including screening curing with all leads and lifts of water scaffolding taxes and royalty all tex etc. complete job as per building specification and direction of E/I
Providing two coat of snowcem of approved shade and make over a coat of cement of primer on new surface including preparing the plastered surface smooth with sand paper,scaffolding, curing and taxes all complete as per building specification and direction of E/I
Providing two coat of painting with ready mixed paint of approved shade and make over steel surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I
Providing & fixing R.S joist ISMB 300 x 140 mm size fitting and fixing in possion including cutting to required in shape and size, its carrage applying a priner coat of red lead paint etc. all complete job and direction of E/I
Providing an fixing G.I pipe railling having 1.0 m height consisting 50 x 50x 6 mm thick M.S angles as vertical at 1.5 m c/c and additional post at every corner with 3 rows of 25mm dia G.I pipe of medium class variety as horizontal and painting 3 coat of oil paint over one coat of anticorrsive paint of approved colour and shade including cost of all labour transporting bents to curved shape etc. complete
Providing and fixing MS sluice gates in position as per dtailed drawing and specification including cost of all materials, labour, operating pedestal, connecting rod, painting with three coats of anti-corrosive paint, etc. complete as directed by Engineer-in-charge.
Supplying all materials, labours, tools & equipment and designing & making C.I. manhole cover of size 0.60m x 0.45m (Wt. 39 kg)duly approved by competent authority of the department with frame properly fixed on P.H. floor including cost of all taxes and transportation etc. all complete as per direction of E/I.
Providing and Fixing in Position of 20 mm dia M.S. bar Step with proper anchorage, etc. and providing and applying 3coats of ant- corrosive paint , etc. complete as directed by Engineer in charge.
Providing & Fixing C.I . M.S. Rose Pipe in Intake well
Earthwark in back filling foundation trenches or back filling of masonary structures with suitable earth in layers not exceding 150 mm thick well watered rammed and fully compacted and finaly dressed with earth obtained from excavtion of foundation and kept at a lead of 30 m and initial lead of 1.5 m complete as per specification and direction of E/I .
Carrage of Materials
Cement 20 KM lead
Steel 20 KM lead
Sand 20 KM lead
Bricks 25 KM lead
Stone/Stone Chips 25 KM lead
GANGWAY (95 M long & 3.0 M width)
Earthwork in excavation of foundation trenches of toe wall Spillway head regulator , outlet ,intake well etc. as per a designed section in all kinds of soil, including moorum soil, soil mixed with kankar, pebbles and boulders up to 300 mm size and disposal of the same (beyond 50 M away from the edge of the trenches) with in initial lead of 150 M all lifts of 1.5 M as per specification and direction of E/I.
Initial lift
1st lift
Earthwark in excavation of foundation trenches of toe wall spilllway ,head regulator intake well , outlet etc. as per designed section in ordinary or soft rock (where blasting is not needed) (Vide clasification of soil item C) with disposal of soil (beyond 50 m from the edge of trenches) with intial lead of 150 m. and lift of 1.5 m as per specification and direction of E/I .
Providing and laying in position cement of specified grade excluding the cost of centering and shuttering- All work up to plinth level. 1:2:4 (1 cement:1½ coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal sizeall complete job of as per building specification and direction of E/I.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement- All work Plinth Level. 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III):3 graded stone aggregate 20 mm nominal Size). for RCC M-300 grade
Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size)
Reinforced cement concrete work in walls (any thickness), including attached pilasters , buttresses, plinth and string courses,fillets, columns, pillars, piers, abutments, posts shuttering, finishing and reinforcement: 1:1.5:3 (1 cement :1.5 coarse sand (Zone- III) :3 graded stone aggregate 20 mm nominal Size)
Providing M.S. reinforcement (tor steel) as per pproved design, drawing, re-moval of rust, cutting, bending, binding including supplying annealed wire, placing M.S. rods in position all complete as per Specification and direction of E/I.
Providing 12 mm thick cement plaster (1:4) with approved quality of sand of requisite F.M.1.5 w a s h e d a n d screened including curi n g , scaffolding wherever required and its removal royalty and all taxes etc. complete job as per specification & direction Of E/I.
Providing 6 mm. Thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding taxes & royalty all complete as per building specification & direction of E/I.
Providing &Fixing G.I Pipe Railling having 1.0 m height consisting 50 x 50 x 6 mm thick M.S Angles as verticals at 1.5M c/c , and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal & painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour & shade including cost of all labour, transporting bends to curved shape, etc. complete
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing plastered surface the smooth with sand paper, scaffolding, curing and taxes all complete as per building specification and direction of E/I.
Carriage of materials
Cement 20 KM lead
Steel 20 KM lead
Sand 20 KM lead
Stone/Stone Chips 25 KM lead
RAW WATER RISING MAIN
Doing geotechnical survey, Collecting field data, designing getting it approved by competent authority and Laying of Raw & Clear Water Risign
Providing and supplying ISI mark centrifugally cast (spun) Ductile iron pressure pipes of 100mm and above all diameter for water works with socket and Spigot ends conforming to IS 8329/2000 in standard working lengths of 4.5, 5.5 & 6.0 M for classification K-9 suitable for push-on-joint (Rubber gasket D jointing ) with cement morter lining inside the pipes with outside Zinc and bituminous coating including all other taxes, insurance, and one no. gasket with each pipe, including inspection charges of DGS&D/SGS and sales tax all complete. [JH-DWSD SOR - Item No. 107]
250 mm dia K-9 pipe
A) Earth work in excavation (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
B) E/W in excavation of cut off trenches as per design section in soft rock or ordinary rock (where blasting is not needed) (vide classification of soil item-C with disposal of spoil (beyond 50M away from the toe of dam in country sode) with initial lead of 150M and lift of 15M, including making the section in profile, dressing sides in proper slope and bed in proper grade etc. all complete as per specifictaion and direction of E/I.
Earth work in backfilling the trenches after lying of different types and sizes of pipes with earth removed during excavated within initial lead and lifts as per specification and direction of Engineer in charge
Supplying labours, tools, tackles, lubricant etc. for laying and jointing D.I/C.I. S/S tyton pipes (class LA) trenches supplying without rubber gasket conforming to I.S.S - 5382-1969) and making gasket joint including providing night guard, barrier and red light to safe guard against accident, all complete ( pipe to be supplied departmentally free of cost and laying of pipe is to be done as per I.S.S 3114-1985 as per deisgn, specification and direction of E/I.
250 mm dia K-9 pipe
Providing and supplying air valve as per IS-14845-2000 and MJP's standard specification of approved make & quality of following diameters including all taxes ( central and local), railway freight, insopection charges, unloading from railway wagons, loading into truck, transportation upto departmental stores / sites unloading and stacking etc. complete. depatmental.
50mm dia PN - 1.6
Lowering, laying and fixing in proper alignment and position all type of C.I air valves as directed by engineer in charge including cost of conveyance from store to site of work, cost of all materials and giving satisfactory hydraulic testing etc. comlete. ( for all class of valves.)
50mm dia
Providing and Supplying ISI CI D/F reflux valves (Non return valves) of following dia inspection charges unloading from railway wagon, loading into truck transportation unto departmental stores/site, unloading, stacking etc. complete. Reflux vavles as per IS 5312 Part I (1984) without bypass arangment PN 1.6 250 mm dia
Providing Double Flanged Sluice valve (Size 50mm to 1200mm) for scour, confirming to IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps including all transportation etc. all complete.
Supplyng labour and tools for fixing C.I sluice valve in trenches with a pair of C.I Tail pieces incluidng making lead caulked joints and flenged koints as per I.S specification , including supplying all jointing materials (Pig lead confirming to ISS 782-1978, yarn confirming to IS.S 6587-1972 and nuts and volts confirming to I.S.S 1364-1983) including drillig holes in flanges if required as per specification and direction of E/I. (Sluice valve and pieces to be supplied department free of cost.).
Supplying tools and tackles for testing of laid D.I pressure pipe up to 60 mm meter head of water all complete as per specification and direction of engeneer- in- charge. Water to supplied free of cost departmentally.
250 mm dia K-9 pipe
Labour cost for one cutting of D.I /C.I Pipes & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per spercification and direction of E/I.
250 mm dia K-9 pipe
Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED, CST, all taxes, etc. complete as per I.S-9523 but excluding freight.
Supplying all labours, tool & equipments for cutting pucca or W.B.M road and restoring the same after laying & jointing of pipe lines.
i) Pucca Road cutting- 40% of 441.50764.00
ii) W.B.M. Road cutting- 30% of 441.50764.00
Dismentaling plain cement or lime concrete work including stacking servicable materials in countable stacks within 15 meter lead and sisposal of unservicable materials with all leads all complete as per direction of E/I.
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of stones chips 20 mm - 6mm size graded and clean coarse sand FM 2.5 to 3.0 including screening shuttering mixing cmenet concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and direction of E/I.
Supplying all materials, labours tools for construction of brick massonary S.V. chamber of size 1.20 x 0.90 (I.D) & 1.50m deep as per standard specification.
Supply all materials & construction of Thurst Block where required. Of Size 90 x 090 x 0.75
Raw Water Pumping Machinery at Intake well Pumping Station
Supply, Installation & commissioning of water lubricated, Radial/ Mixed flow, Vertical Turbine Pump for rated discharge of 46.51 LPS against the total rated head of 80 Mtrs. Of Mather & Platt make confirming to Latest IS, consisting of bowl assembly, dynamically balanced bronze impellers, stainless steel pump shaft and line shaft of 5 m flanged column assemblies of 1.5m length and with 9mm thick MS fabricated column assembly, with strainers, relubrication tank, Non reverse ratchet coupling, pressure gauge, Suitable size of NR valves, Sluice valves, with dismantling joint. Including Piping work for Delivery common header, etc. coupled with TEFC & IE3 rated squirrel cage Induction Motor having 10% more BHP than that of pump, of Jyoti / CGL make confirming to Latest IS, operating on 415 V, 3 Phase, 50 C/S, A.C Supply having speed 1500 rpm all complete.
Discharge = 46.51 LPS, Head = 80 m and (1W + 1S)
FASD STARTER : Supplying and erecting, assembled fully automatic star delta starter, in a provided cubical panel to operate squirrel cage induction motor working on 380 to 440 volts, 3 phase, 50 Hz with no volt coil, overload relay and ON OFF push buttons with necessary materials and connected to supply etc. all complete.
Cables : Supplying , laying and suitably terminating both ends with following cables:-
cost towards making aluminum cable end for- 120 mm2-
(b) Cost of 50 Sq. mm x 3.0 core XLPE 1.1 KV grade solid/ stranded armored copper conductor with 6 mm thick cable including laying on wall/floor from LT Panel to Starter & Motors.
cost towards making copper cable end for- 50 mm2-
Lifting Equipment : - Supplying triple spur gear type chain pulley block suitable for capacity as below with 6 m lift complete with load chain and hand chain suitable for above lift tested to 50% over load as per IS 3832 Carrying ISI mark with travelling trolley etc. 3 Ton Capacity.
Earthing : Providing & erecting earthing for each motors with suitable Copper strip, Copper earth plate, GI pipe, charcoal, salt, etc. all complete as per IE Rule.
Supplying and laying of 8 SWG copper wire for making earthing connection in to from earthing station to panel to motor.
Lighting : Supplying and doing electrical wiring and internal and external lighting i.e. lighting of gangway and ESS for Raw water plant with LED luminaries as required and as per direction of E/I.
laying 400 mm dia M.S. Pipe as Casing pipe for 250 mm dia DI K-9 Pipe in crossing below Railway Line by Horizantal Drilling
Manufacturing providing and supplying spirally welded/ERW/SAW/Fabricated M.S. Pipe (Commercial quality) including procuremnet of plates, Gas cutting to required size rolling, track welding assembling in suitable lengths to from pipes, welding on automatic welding machine and forming 'V' edge on both ends of pipe including all taxes (Central and local), Railway freight, insurance unloading from railway wagon, loading into truck, transport to stoes/site, unloading, staking, etc. complete as per I.S. 3589/I.S 5504 as applicable as per specifications (no negative tolerence in thickness is permissible).
400mm dia M.S. Pipe 10.0 mm thick (Casing)
installation of product pipe by guided Auger Boring method including making of entry and exit pits, all related civil works like exavation, shoring/strutting, etc. shielded exavation through auger boring process, lowering of pipe segments in the jacking pit, laying and jointing of product pipeline thriugh process from the jaking pit and restiration of site after project completion as per the instruction of Engineer -in- Charge all complete exept the cost of pipe in hard soil.
Avarage cover of 3.0m depth below G.L. (upto 100 meter installation length) 400mm dia M.S Pipe
Painting of existing 50000 Gallon Capacity ESR at 15 m Staging
Providing two coats of snowcem shade and make over old surface including washing, cleaning and papering the walls, scaffolding washing of floors and taxes all complete as per building specification & direction of E/I.
1st Bracing to 2nd Bracing
2nd to 3rd Bracing
3rd to top Bracing
Bottom Dome
Conical Wall
Walk Way (Chhajja) Celling & Edge
Vertical Wall Outside
Top Dome
Room Below ESR
a) Outside
Providing two coats of painting with mixed paint of approved shade & make over steel surface including cleaning the surface thoroughly scaffolding and taxes all complete as per building specification & direction of E/I
Providing materials tools & labours for fitting & fixing water meter with all complete
Providing materials tools & labours for fitting & fixing lightening conductor with copper wire & Earthing etc all complete as per direction of E/I
Painting of existing 6.80 Lakh Ltr Capacity ESR at 15 m Staging
Providing two coats of snowcem shade and make over old surface including washing, cleaning and papering the walls, scaffolding washing of floors and taxes all complete as per building specification & direction of E/I.
1st Bracing to 2nd Bracing
2nd to 3rd Bracing
3rd to top Bracing
Bottom Dome
Conical Wall
Walk Way (Chhajja) Celling & Edge
Vertical Wall Outside
Top Dome
Providing materials tools & labours for fitting & fixing water meter with all complete
Painting of Existing Staff Quarters
Colour Washing two coat over a coat of white washing over new & old surface with approved quality of lime including coast of cleaning surface thoroughly & removing the scales of smoke & marsh with Jhama Rubbing etc all complete as per direction as per direction of E/I
Extra of cleaning the old surface be scapping the entire old white wash or colour wash including cost of scaffolding etc. all complete
Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including the cleaning the surface gver one coat of priming as per direction of E/I
Painting of Existing Boundary Walls
Colour Washing two coat over a coat of white washing over new & old surface with approved quality of lime including coast of cleaning surface thoroughly & removing the scales of smoke & marsh with Jhama Rubbing etc all complete as per direction as per direction of E/I
Providinf two coat of synthetic enemal paint of approved shade & make over steel surface including the cleaning of surface thoroughly coat of scaffolding etc all complete as per direction of E/I
Labour for scrapping old surface as per item (4)
Renovation of W.T.P. Of capacity 3.0 MLD
Supplying all labour, tools materials /equipment for desilting the supply water, Head work, sump of water supply/sewerage work etc. in wet or dry condition including lifts upto 10.5 Mtrr. and lead upto 150M as required beyond the work site, stacking spreading including necessary guarding etc. all complete as per specification and direction of E/I.
Supplying all labours, equipments taking out the existing sand/gravel from the filter bed and carrying (by head load) the same uopto a distance iof 500 ft. on heads load and lift on 10 ft. loading on truck and disposal the same upto a load of 3 Km. from treatment plant campus as per direction of E/I.
Assume 50 labour for takingout graval
Supplying Barakar new well graded & best quality of Pee gravel of different size including loading unloading and stacking in grade wise stacks including carriage from Barakar to WTP , cleaning and washing them properly & placing them in the filter bed after screening including supplying all labours & tools and carrying on head load a distance up to 500 M and lift of about 1.5 M taxes & royalty all complete as per specification & direction of E/I.
NOTE : The Pee gravel should be spherical shape hard clean and uniform in quality and should not contain dirt and clay, the sizes if the gravels should be classified by passing through the shieves of five sides shieves should be So adjusted that the biggest size of gravel remain at the top of the finest at the bottom.
(a)37.5mm to 9.5mm - 9” deep
(b) 9.5mm to 4.75mm gravels - 9” deep
(C) 4.75mm to 2.36mm gravels - 9” deep
Supplying Barakar sand of effective size 0.45mm to 0.70mm not more than 1.7 nor less than 1.3 uniformly coefficient of best and approved quality duly washed and placing the same in position in the filter bed in one layer of 2'-1'' depth with a lead of 800ft. and a lift of about 15ft. including loading unloading stacking including carriage from Barakar river to filtration plant Chandankiyari with all taxes & royalty all complete as per direction of E/I.
Supplying all materials, labour, tools & equipments & fitting & fixing 90mm dia PVC perforated pressure pipe (Sch.-80) in the bed after replacement of A.C. pipes should be of 90mm dia of high pressure and laying should be done as per specification and direction of E/I. (12.5 kg/cm2)
Supplying fitting & fixing following 90mm dia PVC pipe (Sch.-80) and fixing of heavy quality ISI marked in the filter bed for the air pipe with all jointing materials such as rubber insertion nut & bolts including taking out the old damaged pipe line from the filter bed with cost of all complete as per direction of E/I. 12.5 Kg/com2
Providing two coat of plastic emalsion paint (weather coat) of approved shade and make over a coat of primer over old surface
Providing two coats of painting with ready mixed paint of approved shade and make over steel surface including cleaning the surface thoroughly, scaffolding and taxes all complete as per building specification and direction of E/I
Printing new letter and figures of any shade (printing new letter and figures of any shade with synthetic enamel paint black or any other approved colour to given an even shade) (S.O.R. RCD 8.3-I) page no 12
Coffer Dam
Providing, constructing ciffer dam in river basin/dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required) providing impervious/ semimpervious materials on both side of B.C. soil (in gunny bags if required) including ramming, compacting to satifaction of Engineer -in- charge till the completion of work including dismantiling coffer dam after completion of work and disposing off materials as direction by Engineer -in- charge
Dewatering the excavated tranches and pools of water in the building trinches/pipe line trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer -in- charge (including cost of machinery, labour fuel etc complete)
Additional RCC Sump
Designing (aethentically) and Constructionf RCC graound service reservoirs/ RCC sump in M-300 mix. Of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome 20mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./M.S. Pipes specials and valves of given diameters providing and fixing accessories such as M.S. ledder inside and outside, C.I. Manhole frame and cover, water top slab B.B. masonry chamber for all valves, ventilating shafts including giving satisfactory hydraulic fast and water tightness test as per IS code and providing three coat of cement paint to all expose surface of structure including roof surface etc. complete as per desing data criteria obligatory requirements and detailed specifications including Landscaping, Gardening & Plantation etc.
Cost of 3.00 Lakh Ltr. Capacity
Add GST @18%
Add Labour Cess @1%
KRISHNA SINGH
Dilip Infracon Private Limited
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