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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.8 CrAccepted-AOC | ₹2.8 Cr | L1 | Accepted-AOC Lowest rate quoted by bidder. |
| 2 | L2₹2.9 Cr+₹8.7 L (3.05%)Rejected-Finance | ₹2.9 Cr+₹8.7 L (3.05%) | L2 | Rejected-Finance Disqualified |
| 3 | Not Admitted-Fee/PreQual/Technical JHARKHAND | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| Sl No | Description | Qty | Unit | Durga Prasad L2 | MAA KRIPA DEVELOPERS PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00Reinforcement cement concrete elevated service reservoir (RCC ESR) (Part A) | |||||
| 2.00 | Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having capacity upto 500 cum and not more then 6m C/C for ESR having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side face and out side face of the container and also plaster with pleastic paint in all colfumms and bracings, including refilling disposing off the surplus stuff within a lead of 50meter, all lablur and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and by pass arragements as per departmental design, providing and fixing accessories such as M.S. ladder, out side, stainless steel lader in conternor, C.I. manhole frame and covers, water level indicatores, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2M height with locking arrangement of approved design, B.B. masonary chambers for all valves, ventilating shafts providing and applying three coats Acrqlie emulsion with silican edditves paints to the structure including roof Slab, epoxy painting to internal surface and anti-termite treatment for underground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer In charge. | 1 | Job | 1,10,00,000 ₹1,10,00,000 | 1,05,00,000 ₹1,05,00,000 Lowest |
| 3.00RCC GSR AND SUMP (Part B) | |||||
| 4.00 | Designing (aesthetically), and constructing RCC ground service reservoirs/ RCC sumps in M-300 mix of required capacity including excavation in all types of stata, 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 50M, all labour and materials charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and by-pass arrangement consisting of C.I./M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, at top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications. | 1 | Job | 53,00,000 ₹53,00,000 | 52,13,000 ₹52,13,000 Lowest |
| 5.00RCC/Brick masonary pump house (Part C) | |||||
| 6.00Construction of size 7.00m x 4.50m size Half under ground and over G.L. | |||||
| 7.00 | Earth work in excavation in foundation trenches in ordinary soil (vid classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, leveling ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I. | 213.53 | P/M3 | 167 ₹35,659.51 Lowest | 167 ₹35,659.51 Lowest |
| 8.00 | Providing coarse clean send in filling in foundation trenches or in plnth 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 direction of E/I (Mode of measurement compacted volume) | 5.85 | P/M3 | 589 ₹3,445.65 Lowest | 589 ₹3,445.65 Lowest |
| 9.00 | Providing designation 75 A 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. | 58.5 | P/M2 | 356 ₹20,826 Lowest | 356 ₹20,826 Lowest |
| 10.00 | Providing P.C.C. 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, stricking, curing, taxes and royalty all complete as perbuilding specification and direction of E/I. | 8.77 | P/M3 | 4,598 ₹40,324.46 Lowest | 4,598 ₹40,324.46 Lowest |
Tender Value
₹2.9 Cr
EMD Value
₹2.9 L
Closing Date
5 Dec 2025, 5:00 pmClosed
Executive Engineer
Executive Engineer, D.W. and S.Swn. Distribution Ranchi
Construction of 3.00 lac Imperial gallon R.C.C. U.G.R. and E.S.R. -21m staging in place of existing 1 lac gallon E.S.R. and U.G.R. with dismantling of existing E.S.R., U.G.R., pump house and other small structure and its rubbers disposal
2025_DWSD_106992_1
DWSD/DISTRIBUTION- 02 / 2025-26(2nd Call)
Open Tender
Civil Works
Turn-key
395 days
Ranchi
Please refer Tender documents.
6 documents required · 6 mandatory
₹10,000
₹2.9 L
Yes
29 Jul 2026
27 Nov 2025
8 Dec 2025
27 Nov 2025
5 Dec 2025
27 Nov 2025
Reinforcement cement concrete elevated service reservoir (RCC ESR) (Part A)
Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 meters centre to centre for ESR having capacity upto 500 cum and not more then 6m C/C for ESR having capacity above 500 cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side face and out side face of the container and also plaster with pleastic paint in all colfumms and bracings, including refilling disposing off the surplus stuff within a lead of 50meter, all lablur and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and by pass arragements as per departmental design, providing and fixing accessories such as M.S. ladder, out side, stainless steel lader in conternor, C.I. manhole frame and covers, water level indicatores, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2M height with locking arrangement of approved design, B.B. masonary chambers for all valves, ventilating shafts providing and applying three coats Acrqlie emulsion with silican edditves paints to the structure including roof Slab, epoxy painting to internal surface and anti-termite treatment for underground part soft he structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer In charge.
RCC GSR AND SUMP (Part B)
Designing (aesthetically), and constructing RCC ground service reservoirs/ RCC sumps in M-300 mix of required capacity including excavation in all types of stata, 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 50M, all labour and materials charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and by-pass arrangement consisting of C.I./M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, at top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications.
RCC/Brick masonary pump house (Part C)
Construction of size 7.00m x 4.50m size Half under ground and over G.L.
Earth work in excavation in foundation trenches in ordinary soil (vid classification of soil item - A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, leveling ramming the foundation trenches, removing roots of trees, shurbs all complete as per approved design building specification and direction of E/I.
Providing coarse clean send in filling in foundation trenches or in plnth 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 direction of E/I (Mode of measurement compacted volume)
Providing designation 75 A 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 P.C.C. 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, stricking, curing, taxes and royalty all complete as perbuilding specification and direction of E/I.
Dewatering during construction
Providing R.C.C. M - 200 with nominal mix of (1:1.5:3) in foundation and plinth 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, striking, curing (but excluding the cost of reniforcement, taxes and royalty all complete as per building specifiction and direction of E/I.
T Shape rail
Stair
Roof plate
Chajja
Providing designation 75A brick work in C.M (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10mm thick mortar joints, costs of screening materials, scaffolding raking out joints to 15mm depth curing taxes and royalty all complete as per building specification and direction of E/I.
Providing Tor Steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carriage of 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.Quntity of RCC in S.No. 6 total quantity 36.39M3 @ 105Kg/M3 = 3820.95Kg or 3.82MT 5.5.5
Supplying fitting and fixing good quality well dressed and well seasoned sal wood work in chaukhat in doore, windows skylignts, fanlights and C/W celetial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specifiction and direction of E/I.
Supplying fitting and fixing 38mm good quality well dressed and well seasoned sal wood work in shutter, grill, railing including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as per building specifiction and direction of E/I.
Shutter - 2.05 x 1.10 - 2.26M2
Railing (3.50 + 4.00) x 1.20 - 9.00M2
(a) Providing outside 12mm thick cement plaster (1:4) with clan 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 building specification and direction of E/I.
(b) Providing 12mm thick cement plaster (1:4) with clan 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 building specification and direction of E/I.
(C) Providing 6mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 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 two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth woth sand paper, scaffolding, curing and taxes all complete as per building specifiction and direction of E/I.
Providing 1.5mm cement punning including curing, carriage of water with all leads and lifts as per building specifiction and direction of E/I.
Water colecting pit with punning
E/W in filling
Electrification work Analysis Attached
Disposal of earth
Carriage of Materials
Bricks
Cement + Rod
Brick
Cement + Steel
Stone Chips
Dismantling of old ESR of 100000 gallon (Part D)
Dismantling R.C.C. work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
Dismantling Pucca brick or lime work including stacking serviceable materials in countable stacks within 15M lead and disposal of unserviceable materials with all leads all complete as per direction of E/I.
Estimate of Staff Quarter (PART-E)
Earthwork in excavation in foundation trenches in ordinary soil (Vide classification of soil item -B) 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.
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming ad watering in layers not exceeding 150 mm thick with all leads and lifts including costs of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.
Providing designation 75A one one brick flat soling joints filled with local sand including cost of watering taxes royalty all compete as per building specification and direction of E/I.
Providing P.C.C. M-100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade - III ( 50 mm to 25 mm ), size clean coarse sand of F. M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of Engineer-in-charge.
Providing designation 75A brick work in C.M. (1:6) in foundation and plinth with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortart joints, cost of screening materials, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction E/I.
Providing 50 mm thick damp proof course with cement concrete M-150 with nominal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6 mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, and mixing cement concrete in mixer with 5% cico or ny other approved water proffing compund and placing in position, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
Providing designation 75A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortart joints, cost of screening, materials, scaffolding raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction E/I.
Providing R.C.C. M-200 with nominal mix of (1:1.5:3) in lintel 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, centering, 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 av. 63 mm thick R.C.C. M-200 with nominal mix of (1:1.5:3) in chajja 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, centering, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking, 6 mm cement plaster (1:4) in ceiling and sides of chajja with sand of F.M. 1.5, curing (but excluding the cost of reinforcement), taxes and royalty all complete as per building specification and direction of E/I.
Providing R.C.C. M-200 with nominal mix of (1:1:5:3) in roof slab 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, centering, 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.
Supplying, fitting and fixing good quality well dressed and well seasoned sal wood work in chaukhat in doors, windows skylights, fanlights and C/W celetial windows opening including wedge over all clamps complete including application of two coats of wood preservative of approved quality on the surface butting walls and lintels all complete as building specification and direction of E/I.
Supplying, fitting and fixing 250 x 20 x 6 mm L-type MS clamp properly fishtailed including making holes and setting the same in 375 x 125 x 75 mm cement concrete block (1:2:4) with cost of all labour and materai and taxes as per building specification and direction of E/I.
Supplying all material, labours, fitting and fixing 38 mm thick good quality seasoned sal wood battened shutter ledged and braced in door and windows with oxidized iron fittings such as hingles, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand blocks as per schedule taxes and royalty all complete as per building specification and direction of E/I.
Supplying, fitting and fixing M.S. grill made of 20x6 mm M.S. flat as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per building specification and direction of E/I (where material is not supplied by the department)
Providing 25 mm
thick precast R.C.C. M-200 with nominal mix of (1:1.5:3) jali with approved quality of stone chips of 6mm nominal size and clean coarse sand of F.M. 2.5 to 3 with 1.5 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) inclding cost of curing, scaffolding and finishing all complete as building specification and direction of E/I.
Providing and 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 R.C.C. slab/beam at the time of casting all complete as per building specification and direction E/I.
Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6 mm M.S. flats or 16 mm. M.S. square bars fitted on 25x25x6 mm. M.S. angle frame of size 60x60x6 mm 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 drawing specification and direction of E/I (When steel is not supplied by the department)
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 and lifts of water, scaffolding taxes and royalty all complete as per building specification and direction of E/I.
Providing 12 mm 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 building specification and direction of E/I.
Providing cement 1:3 (12 mm) plaster with cement mortar (1:3) using clean coarse sand finishing with neat punning a dado 6" (150 mm) high a side room and out side wall upto plinth level 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.
Filling in foundation trenches and plenth in layers not exceeding 150 mm thick well watered, rammed fully compcted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I.
Providing average 150 mm thick dry rammed khoa beaten to 112 mm compacted with water made of well burned or Jhama bricks including ramming properly till compcted thickness is achieved curring and carriage of water with ll leads making proper slope and blening the top with cement mortar 1:10 all complete as per building specification and direction of E/I.
Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stoen chips in pannels including cost of curing finishing the surface smooth by rubbing the carborandum stone taxes and royalty with all complete as per building specification and direction of E/I.
Providing designation 75A one brick on edge flooring in C.M. (1:4) with top surface flush approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, raking out joints to 15 mm depth, curing taxes royalty all compete as per building specification and direction of E/I.
White washing three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
Providing all materials, labours & doing two coat colour washing over a coat of white wash with approved quality of lime & colour over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke and ash marks with jhama rubbing, scaffolding washing of floor sand taxes all complete as per building specification and direction of E/I.
Providing two coats of painting with readymix paint over a coat of primer of approved shade and make over new wooden surface after cleaning, removing dirt scales, smokes, grease and sand papering including cost of scaffolding and taxes 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 preparing the surface after cleaning, removing, rust, dirt, scales, smokes and grease and cleaning the surface thouroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I.
Providing two coats of painting with readymix paint over a coat of primer of approved shade and make over steel surface after cleaning thouroughly scaffolding and taxes all complete as per building specification and direction of E/I.
for internal electrification
Providing tor steel reinforcement of 8 mm dia roads as per approved design and drawings excluding carriage of 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 drwaing specification and direction of E/I. @ 12%
for water supply and sanitation work
Cement + Steel
Stone Chips
Carriage of material from divisional store are kiln side or quality side to work including contractor profit loading, unloading transportation are complete.
Cost of Electrical & Mechnical Part - "F" Supplying, installation and commissioning and Testing of Horizontal split casing C/F Pump Sets Transformer with all its accessories at Zila School Pumping Plant
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