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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.3 LAccepted-AOC VGP 2023 24 GENERAL CIVIL WORK | FARIDABAD | HARYANA | 121004 | L1 | Accepted-AOC L1 | |
| 2 | L2₹22.3 L+₹1.9 L (9.47%)Rejected-AOC | L2 | Rejected-AOC L2, Higher rate hence rejected | |
| 3 | L3₹22.3 L+₹2.0 L (9.81%)Rejected-AOC ALUMVILAYIL HOUSE MELOODE P O ADOOR PATHANAMTHITTA | ADOOR | PATHANAMTHITTA | KERALA | 691523 | L3 | Rejected-AOC L3, Higher rate hence rejected | |
| 4 | L4₹23.2 L+₹2.9 L (14.3%)Rejected-AOC KARIMKUTTIYIL BUILDINGS ANGADI P O RANNI PATHANAMTHITTA 689 674 | PATHANAMTHITTA | KERALA | 689674 | L4 | Rejected-AOC L4, Higher rate hence rejected |
| Sl No | Description | Qty | Unit | A.K. SANTHOSH KUMAR L3 | KURIAN K VARGHESE L1 | DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED L4 | RAGHUNATHAN NAIR L2 |
|---|---|---|---|---|---|---|---|
| 1.00Library Building | |||||||
| 1.00 | 2.8.1: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 up to 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 | 51.95 | cum | 330 ₹17,145.15 | 300.71 ₹15,623.39 Lowest | 350 ₹18,184.25 | 330.78 ₹17,185.67 |
| 1.00 | 4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size) | 10.43 | cum | 7,590 ₹79,148.52 | 6,900.32 ₹71,956.54 Lowest | 7,500 ₹78,210 | 7,590.35 ₹79,152.17 |
| 1.00 | 5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size | 6.75 | cum | 10,118 ₹68,326.85 | 9,199.03 ₹62,121.05 Lowest | 11,200 ₹75,633.6 | 10,118.93 ₹68,333.13 |
| 1.00 | OD330300/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry
with good
quality blasted rubble including packing to compactness to lines and levels cost and
conveyance
of all materials labour charges etc. complete as per direction of Departmental officers
at site | 38.99 | cum | 3,888 ₹1,51,600.9 | 3,535.24 ₹1,37,846.08 Lowest | 6,800 ₹2,65,145.6 | 3,888.76 ₹1,51,630.53 |
| 1.00 | 7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand) | 17.43 | cum | 8,024 ₹1,39,818.2 | 7,295.08 ₹1,27,116.77 Lowest | 7,700 ₹1,34,172.5 | 8,024.58 ₹1,39,828.31 |
| 1.01 | 2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 25 | cum | 287 ₹7,175 | 261.8 ₹6,545 Lowest | 350 ₹8,750 | 287.98 ₹7,199.5 |
| 1.01 | 5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) | 0.94 | cum | 12,200 ₹11,529 | 11,091.36 ₹10,481.34 Lowest | 12,220 ₹11,547.9 | 12,200.49 ₹11,529.46 |
| 1.01 | 5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size). | 23.04 | cum | 12,800 ₹2,94,912 | 11,637 ₹2,68,116.48 Lowest | 12,000 ₹2,76,480 | 12,800.7 ₹2,94,928.13 |
| 1.01 | 5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more | 2,731.19 | kilogram | 109 ₹2,97,699.82 | 99.54 ₹2,71,862.75 Lowest | 100 ₹2,73,119.1 | 109.49 ₹2,99,038.1 |
Tender Value
₹20.3 L
EMD Value
₹50,000
Closing Date
3 Jun 2025, 6:00 pmClosed
ASSISTANT EXECUTIVE ENGINEER
LSGD DIVISION, JILLA PANCHAYATH, PATHANAMTHITTA
Annual Plan-JP PTA 2024-25 Proj no 068/25--Vallamkulam SSL Library and Reading Room New Building construction in Eraviperoor GP in Koipuram Division- General Civil Work (RETENDER)
2025_LSGD_748801_48
06/2024-25/AEE/LID and EW/PTA
Open Tender
Civil Works - Buildings
Item Rate
210 days
Pathanamthitta
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
₹50,000
Yes
19 Aug 2025
24 May 2025
7 Jun 2025
24 May 2025
3 Jun 2025
24 May 2025
Amount
Library Building
2.8.1: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 up to 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
4.1.8:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)
5.1.2: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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size
OD330300/2024-2025:DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site
7.1.1:Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) up to plinth level with:Cement mortar 1:6 (1 cement : 6 coarse sand)
2.25:Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.
5.2.2:Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)
5.3:Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 150 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, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).
5.22.6:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more
5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.6:Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform
50.6.1.5:Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete
50.6.3.2:Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x10 cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level for 10 cm thick wall in : CM 1:6 ( 1 cement : 6 coarse sand) including cost of scaffolding complete
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete
13.16.1:6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)
13.43.1:Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer
50.18.9.7.1:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. 63 mm dia 6Kgf/cm2
51.19.ST2:Supplying and installing ready made PVC Septic tank including the cost of carriage, trenching, placing at the level below ground level as specified as per the direction of engineer in charge (Provision for CC/RCC/Sand/06mm aggregate for the preparation of bed shall be paid separately) 2. 15 to below 25 flush capacity
50.18.9.9.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of Joints complete as per direction of engineer in charge.110 mm dia 6Kgf/cm2
18.48: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.
50.18.7.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 25 mm dia 10Kgf/ cm2- Internal work- Exposed on wall
18.51.1:Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms.15 mm nominal bore
OD335786/2024-2025:Supplying and fixing locally available best quality PVC door with frame including all cost of fittings, labour material etc complete
50.9.1.1:Providing wood work in frames of doors, windows, clerestory windows and other frames, wrought framed and fixed in position with hold fast lugs or with dash fasteners of required dia & length (hold fast lugs or dash fastener shall be paid for separately), using good quality Anjili wood /jack wood
50.9.2.1:Providing and fixing paneled and glazed shutters for doors, windows and clerestory windows, 35 mm thick shutters including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineerin - charge using Anjili/ Jack wood
50.9.4.1:Providing and fixing paneling or paneling and glazing in paneled or paneled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured) paneling for paneled or paneled and glazed shutters 25 mm to 40 mm thick using good quality Anjili/ Jack wood
50.9.6.1:Providing and fixing glazed shutters for doors, windows and clerestory windows using 4 mm thick float glass panes including ISI marked M.S. pressed butt hinges bright finished of required size with necessary screws. Using Anjili wood / jack wood 30 mm thick shutters
14.29:Providing and fixing M.S. round or squre bars with M.S. flats at required spacing in wooden frames of windows and clerestory windows.
9.81.1:Providing and fixing bright finished brass handles with screws etc. complete:125 mm
9.113:Providing and fixing bright finished 100 mm mortice lock with 6 levers without pair of handles of approved quality for aluminium door, with necessary screws etc complete as per direction of Engineer- in- charge.
9.53:Providing 40x5 mm flat iron hold fast 40 cm long including fixing to frame with 10 mm diameter bolts, nuts and wooden plugs and embeddings in cement concrete block 30x10x15 cm 1:3:6 mix ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)
10.6.1:Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover
50.9.15.1:Supplying and fixing 200 mm Aluminium aldrop
18.58.1.1:Providing and fixing PTMT grating of approved quality and colour. Circular type100 mm nominal dia
10.17:Providing and fixing M.S. fan clamp type I or II of 16 mm dia M.S. bar, bent to shape with hooked ends in R.C.C. slabs or beams during laying, including painting the exposed portion of loop, all as per standard design complete.
18.17.1:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :25 mm nominal bore
50.18.9.2.2:Providing and fixing PVC pipes includings of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. 20 mm dia 10 Kgf/cm2
50.18.8.7.1:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. 63 mm pipe 6 Kgf/cm2
50.18.8.3.2:Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 25 mm pipe 10kgf /cm2
11.36:Providing and fixing I st quality ceramic glazed wall tiles conforming to IS : 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer -in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.
11.37:Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer), of 1st quality conforming to IS : 15622, of approved make, in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), including pointing the joints with white cement and matching pigment etc., complete.
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
RAGHUNATHAN NAIR (BID ID -2219574)
A.K. SANTHOSH KUMAR (BID ID -2219450)
DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED (BID ID -2220433)
Bidder Name
DORA INFRASTRUCTURES AND PROPERTIES Pvt LIMITED
A.K. SANTHOSH KUMAR
KURIAN K VARGHESE
RAGHUNATHAN NAIR
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