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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.8 CrAdmitted-Finance | ₹8.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹9.0 CrAdmitted-Finance KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | ₹9.0 Cr | L2 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Bethlahem Constructions L2 | Mountcarve Projects LLP L1 |
|---|---|---|---|---|---|
| 1.00CONSTRUCTION OF CHECK DAM AND RIVER PROTECTION WORKS | |||||
| 1.00 | OD8734/2024-2025:Construction of cofferdam for the construction of check dam using Earth filled cement bags, MS flats, GI sheets with required breadth and height, maintaining the cofferdam during construction and removing after construction etc complete ( contractor should submit the working drawing with necessary details of cofferdam for the satisfactory completion of the work and get approval of Engineer in charge before construction. No further amount will be paid for the same). | 280 | metre | 50,000 ₹1.4 Cr | 41,100 ₹1.2 Cr |
| 1.00 | 60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 2,700 | hour | 900 ₹24.3 L | 675 ₹18.2 L |
| 1.00 | 60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete | 2,100 | hour | 700 ₹14.7 L | 555 ₹11.7 L |
| 1.00 | 2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil | 3,083.73 | cum | 500 ₹15.4 L | 393 ₹12.1 L |
| 1.00 | 4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources) | 1,131.36 | cum | 8,000 ₹90.5 L | 8,340 ₹94.4 L |
| 1.01 | 60.65:Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site. | 556 | sqm | 18,000 ₹1.0 Cr | 19,140 ₹1.1 Cr |
| 1.01 | 4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3
graded stone aggregate 20 mm nominal size derived from natural sources) | 3,831.22 | cum | 9,000 ₹3.4 Cr | 9,420 ₹3.6 Cr |
| 1.01 | 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 derived from natural sources) | 2.18 | cum | 10,000 ₹21,780 | 9,447 ₹20,575.57 |
| 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 | 73,931.43 | kilogram | 111 ₹82.1 L | 102 ₹75.4 L |
Tender Value
₹8.0 Cr
EMD Value
₹2 L
Closing Date
29 Nov 2025, 11:15 amClosed
Chief Engineer, KIIDC
Kerala Irrigation Infrastructure Development Corporation Ltd., Ground Floor,KWA Campus, Vellayambalam, Thiruvananthapuram
The proposed work is envisaged to construct a check dam on the upstream side of Malankara dam near Kanjar bridge and the renovation works of Kanjar water shed theme park.
2025_KIIDC_818896_1
IRR/KIIDC/TR/4449/2024_5_1_1/2
Open Tender
Civil Works - Others
540 days
Kanjar
Please refer tender document
3 documents required · 3 mandatory
₹13,010
₹2 L
KIIDC Office Trivandrum
30 Dec 2025
4 Nov 2025
3 Dec 2025
4 Nov 2025
29 Nov 2025
4 Nov 2025
13 Nov 2025
Amount
CONSTRUCTION OF CHECK DAM AND RIVER PROTECTION WORKS
OD8734/2024-2025:Construction of cofferdam for the construction of check dam using Earth filled cement bags, MS flats, GI sheets with required breadth and height, maintaining the cofferdam during construction and removing after construction etc complete ( contractor should submit the working drawing with necessary details of cofferdam for the satisfactory completion of the work and get approval of Engineer in charge before construction. No further amount will be paid for the same).
60.2.4:BAILING OUT WATER USING PUMP ABOVE 10HP AND UP TO 20HP - Bailing out water with engine and pump set above 10HP and up to 20HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
60.2.3:Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete
2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge.All kinds of soil
4.1.3:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand (zone-III)derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
60.65:Providing Z steel sheet pile of size 400x185x7.5/8.5 driving down vertically in lines and levels interlocking with adjacent piles with suitable pile driving unit and all accessories including all labour hire charges etc. complete and as per the directions of departmental officers at site.
4.1.2:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:1½:3 (1 Cement: 1½ coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
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 derived from natural sources)
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
13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)
10.25.2:Item Shifted to Sub head 14 as item 14.73 Item Shifted to head 14 as item 14.74 Steel work welded in built up sections/framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required.In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works
13.53.1:Painting on G.S. sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade:New work (two or more coats) including coat of approved steel primer but excluding a coat of mordant solution.
OD33029/2025-2026:Providing and fixing guard post Providing and fixing guard post of size 200mmx200mm, 1400mm long, 800mm above ground level and 600mm below GL. casted in M20 Grade concrete reinforced with 4 nos of 8mm dia longitudinal bars and 6mm dia stirrups @ 100mm c/c, firmly fixed in position by means of foundation of size 0.5mx0.5mx0.7m in M15 grade concrete below ground level including painting 2 coats on exposed surface with synthetic enamel paint in alternate white & black band 20cm wide
OD33992/2025-2026:Supplying and fixing of stainless steel metal chain Sidewalk for top of check dam. stainless steel metal, no rust, strong and wear-resistant. for Easy to assemble a connecting buckle should be included for quick installation or removal.
60.6:PVC WEEP HOLES- Providing weep holes using 75mm dia. PVC pipes working pressure 4kg /sq.cm including cost of materials, conveyance, labour charges etc. complete.
16.95:Providing & making Gabion structure with Mechanically Woven Double Twisted Hexagonal Shaped Wire mesh Gabion Boxes as per IS 16014:2012,MORTH Clause 2500, of required size, Mesh Type 10x12(D=100 mm with tolerance of ± 2%) Zinic+PVC coated, Mesh wire diameter2.7/3.7mm, mechanically edged/selvedged with partitions at every 1m interval and shall have minimum 10 numbers of openings per meter of mesh perpendicular to twist, tying with lacing wire of diameter 2.2/3.2mm(ID/OD), supplied @3% by weight of Gabion boxes, filled with boulders with least dimension of 200 mm, as per drawing, all complete as per directions of Engineer-in-charge.
60.63.1:FRP SHUTTERS - Supplying and fixing FRP Channels of "C" profile and sill beam size 100x100x100 mm with flange of 50 to 75mm depth in the grooves already arranged and as per the direction of departmental .officers.
60.63.2:FRP SHUTTERS - Supplying and fixing FRP shutters of suitable size to with stand the design and max water pressure as prescribed by the departmental officer and installing the FRP channels provided in the grooves already arranged and as per the direction of departmental .officers.
60.7.1: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
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
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
11.20.1:Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement
ELECTRIFICATION
2.10.1:Supplying and fixing 5A to 32 A rating, 240/415 volts, 10 kA, ""C"" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. Single pole
2.12.1:Supplying and fixing following rating, double pole, 240 volts, isolator in the existing MCB DB complete with connections, testing and commissioning etc. as required.40 amps
2.14.2:Supplying and fixing following rating, double pole, (single phase and neutral),240 volts, residual current circuit breaker (RCCB), having a sensitivity current 30 milli amperes in the existing MCB DB complete with connections, testing and commissioning etc. as required. 40 amps
90.12.1.13:Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).3 core 6 sq mm
90.12.1.2:Supply & laying of one number PVC insulated and PVC sheathed armoured aluminium power cable of 1.1KV grade of the following sizes in ground including excavation of trench of size 35 x 75 cm, refilling the trench etc. as required but excluding sand cushioning and protective covering (in ordinary soil).2 core 6 sq mm
90.12.9.2:Supplying, laying and jointing of the following sizes of double wall corrugated (DWC) pipes made out of HDPE conforming to IS 14930 Part II for mechanical protection to underground power cables with all required accessories in ground in the existing trench50/38 mm or nearest size
90.16.1.3:Supply and drawing bare earthing conductors of the following sizes along with wiring/ cables and giving connection as required3.15 mm copper conductor ( 10 SWG)
90.6.5.12:Supply and drawing the following sizes of multi-core PVC insulated & FRLS PVC sheathed 650/1100 V grade copper conductor round flexible cables conforming to IS 694 part I 1960 in the existing surface / recess conduit as required including giving necessary connections of the following sizes.3 core 2.50 sq mm
9.1.1:Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.2 X 6 sq. mm (19mm)
5.14:Providing and fixing 25 mm X 5 mm copper strip on surface or in recess for connections etc. as required.
OD33214/2025-2026: Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required. 3 X 6 sq. mm (20mm)
OD33211/2025-2026: Supplying and fixing cast iron lamp pole of height 3mtrs. base dia.250mm and top dia.75mm (weight 110kg. Arox. with provision for fixing MCB and cably entry/exit at bottom made of FG15 grade cast iron with MRF apoxy black finish over a coat of zinc chromate base with foundation bolts and nuts
OD33212/2025-2026: Supplying and fixing cast iron post top lanterned 35W inbuild LED black colour powder coated finish (AL die sheet metal lamp shade) cool white colour
OD33213/2025-2026:Supply, installation, testing and commissioning of outdoor floor mounting feeder pillar panel made of CRCA min thickness 1.6mm on IP 65,/66 comprising of the following and shall be fully wired as per latest electrical standards including base frame and all necessary accessories, Incomer: 40A, FP MCB - 1 Nos . Outgoing: 25A, FP RCBO - 4 Nos, 25A DP RCBO-2Nos. 24 hr timer+ auto manual switch +contactor - 1 no.
OD33280/2025-2026:Earthing with G.I. earth pipe 2.7 metre long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. with charcoal/ coke and salt as required
Bethlahem Constructions (BID ID -2442819)
Bidder Name
Bethlahem Constructions
Mountcarve Projects LLP
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