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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹14.4 LAccepted-AOC | L-1 | Accepted-AOC L-1 | |
| 2 | L-2₹14.8 L+₹39,297.19 (2.73%)Rejected-Finance AT PO LOHANDIA BAZAR DIST GODDA JHARKHAN 814165 | GODDA | GODDA | JHARKHAND | 814165 | L-2 | Rejected-Finance L-2 | |
| 3 | L-3₹15.1 L+₹71,014.43 (4.94%)Rejected-Finance GOPALGANJ GOPALGANJ BIHAR | GOPALGANJ | GOPALGANJ | BIHAR | 841428 | L-3 | Rejected-Finance L-3 |
| Sl No | Description | Qty | Unit | M/S PUJA CONSTRUCTION L3 | M/S Dinesh Prasad Gupta L1 | M/S SANDHYA CONSTRUCTION L2 |
|---|---|---|---|---|---|---|
| 1.00Item Description/ Heading | ||||||
| 2.00 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 50.51 | cum | 230 ₹11,617.3 | 218 ₹11,011.18 Lowest | 224 ₹11,314.24 |
| 3.00 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | 2.53 | cum | 1,110 ₹2,807.19 | 1,056 ₹2,670.62 Lowest | 1,087 ₹2,749.02 |
| 4.00 | Providing 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.73 | cum | 5,645 ₹15,410.85 | 5,377 ₹14,679.21 Lowest | 5,538 ₹15,118.74 |
| 5.00 | Providing 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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 2 | cum | 6,250 ₹12,500 | 5,950 ₹11,900 Lowest | 6,128 ₹12,256 |
| 6.00 | Reinforced 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 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources) | 2.68 | cum | 8,950 ₹23,968.1 | 8,532 ₹22,848.7 Lowest | 8,787 ₹23,531.59 |
| 7.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete | 21.93 | sqm | 256 ₹5,615.36 | 244 ₹5,352.14 Lowest | 251 ₹5,505.68 |
| 8.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | 13.65 | sqm | 505 ₹6,893.25 | 482 ₹6,579.3 Lowest | 495 ₹6,756.75 |
| 9.00 | Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts | 10.8 | sqm | 660 ₹7,128 | 628 ₹6,782.4 Lowest | 646 ₹6,976.8 |
| 10.00 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more | 1,050.52 | Kg | 100 ₹1,05,052 | 95 ₹99,799.4 Lowest | 97 ₹1,01,900.44 |
Tender Value
₹14.4 L
EMD Value
₹18,000
Closing Date
7 Dec 2024, 6:55 pmClosed
AE(C), RJML AREA
AREA OFFICE RAJMAHAL AREA, DHANKUNDA
Supplying and installation of Solar power based mini water supply scheme for 02 units at Lohandia rehab site under Rajmahal Area.
2024_ECL_322179_1
ECL/RJML/AGM/AE(C)/ e-Ten/24-25/276 Dt-27.11.2024
Open Tender
Water Supply/ Sanitation Works
Item Rate
45 days
Lohandia rehab site
Please refer Tender documents.
3 documents required · 3 mandatory
₹18,000
10 Aug 2025
27 Nov 2024
9 Dec 2024
27 Nov 2024
7 Dec 2024
27 Nov 2024
27 Nov 2024 - 30 Nov 2024
Amount
Item Description/ Heading
Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
Providing 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) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources)
Providing 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 :1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
Reinforced 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 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) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concrete
Centering and shuttering including strutting, propping etc. and removal of form for :Lintels, beams, plinth beams, girders, bressumers and cantilevers
Centering and shuttering including strutting, propping etc. and removal of form for :Columns, Pillars, Piers, Abutments, Posts and Struts
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand)
Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes
6 mm cement plaster of mix :1:3 (1 cement : 3 fine sand)
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture
Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. External work:32 mm dia nominal bore
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :32 mm nominal bore.
Providing and fixing G.I. Union in existing G.I. pipe line, cutting and threading the pipe and making long screws, including excavation, refilling the earth or cutting of wall and making good the same complete wherever required :32 mm nominal bore
Providing and placing on terrace (at all floor levels) polyethylene water storage tank, ISI : 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
Carrying out recuparation/Yeild test for ascertaining the discharge of constructed well/ excaveted profile as directed by the EIC. The test carried out by the drawing down water from the well/ profile below normal/subsoil water level upto full depth rise is recorded the normal water level/ sub soil water level in the well/ profile as well as strainer/ level at pump as per design of W.S Scheme shall be recorded prior to the test including cost of all materials, Over Load, Labours etc. complete as directed.
Provision & Installation of Solar Powered submersible Auto run & Stop DC Pump Motor 2 H.P (1800 Wp) of stainless steel suitable for minimum 125mm x 115mm bore well operating head 60.00m discharge rate minimum 2000 LPH with lowering up to 57.00m suitable dia HDPE pipe & 2.5 sq mm 3core flat submersible cable of IS694:1190 including monol/ Poly Crystalline PVC array (1800WP) mounted on steel structure for storage water tank (5.00 m high) in a suitable direction to optimize panel uses and withstand the wind pressure up to 200 km/hour & making suitable arrangements to operated Hand pump manually in the same bore when there is no solar power including 5 years warranty against defects in materials and workmanship with locking arrangement of switch board the system should be ECO-friendly.
Supplying all labours tools & equipments for dismnatling of head and water tank assebly and taking out 32 dia old G.I Pipe, connecting road, clylinder assembly the dismnatied components after necessary changing for making the T/W in good condition with all transportation including unused taken out materials back in store all complete job as per direction of E/I.
Supplying all materials, labours and fixing IM-II hand pump with all accessories all complete job as per direction of E/I including carriage of materials.
Supplying all tools equipments and labour and lowering 32mm dia medium quality G.I Pipe in drilled T/W in 3 Mtrs. Length all complete as per direction of E/I including carriage of materials.
Supplying all tools, laobur for fitting and fixing deep well cylinder with necessary connecting rod complete job as per specification & direction of E/I including carriage of materials.
Supplying ISI marked water tank Assembly Mark-II (G.I) conforming to IS 15500/2004 with laterst revisions.
Supplying ISI Marked C.I Cylinder assemble complete set for Mark-II conforming to IS 15500/2004 with latest revisions.
Total impact of GST for the purpose of CTC
M/S SANDHYA CONSTRUCTION (BID ID -1106370)
M/S PUJA CONSTRUCTION (BID ID -1105829)
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