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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.9 CrAdmitted-Fee/PreQual/Technical/Finance | ₹2.9 Cr | L1 | Admitted-Fee/PreQual/Technical/Finance |
| 2 | L2₹3.0 Cr+₹9.2 L (3.16%)Admitted-Fee/PreQual/Technical/Finance | ₹3.0 Cr+₹9.2 L (3.16%) | L2 | Admitted-Fee/PreQual/Technical/Finance |
| 3 | L3₹3.5 Cr+₹55.9 L (19.1%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 Cr+₹55.9 L (19.1%) | L3 | Admitted-Fee/PreQual/Technical/Finance |
| 4 | L4₹3.5 Cr+₹60.5 L (20.7%)Admitted-Fee/PreQual/Technical/Finance | ₹3.5 Cr+₹60.5 L (20.7%) | L4 | Admitted-Fee/PreQual/Technical/Finance |
| 5 | L5₹3.6 Cr+₹69.1 L (23.6%)Admitted-Fee/PreQual/Technical/Finance KADUMKEERIYIL SHOPPING COMPLEX THAMARASSERY KOZHIKODE 673573 | KOZHIKODE | KOZHIKODE | KERALA | 673573 | ₹3.6 Cr+₹69.1 L (23.6%) | L5 | Admitted-Fee/PreQual/Technical/Finance |
| Sl No | Description | Qty | Unit | GEE VEE CONSTRUCTION COMPANY L3 | Mountcarve Projects LLP L4 | Bethlahem Constructions L5 | NAUSHAD M M L1 | MRSCO BUILDERS PVT LTD L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00APPENDIX A- BRIDGE PROPER | ||||||||
| 1.00 | OD269318/2025-2026:Providing and constructing temporary island 16m dia for construction of foundation. Assuming depth of
water 1.5m and height of island 2m | 1 | no | 8,00,000 ₹8,00,000 | 5,46,000 ₹5,46,000 | 7,00,000 ₹7,00,000 | 3,60,663 ₹3,60,663 Lowest | 3,71,898.2 ₹3,71,898.2 |
| 1.00 | OD1695/2026-2027:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m
with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down
2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post
on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion
and screening the sides of bund with Seperation memebrane of impermeable plastic sheet
125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails
in full height including tying properly using iron wire and coir altogether and supply and
filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and
lifts including consolidating properly and maintaing the bund till the work is completed and
dismantling the bund after completion of work etc. as per the directions of departmental
officers at site.
Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50m
Spacing 0.75m No. of leyers 2
Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126m
Length of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 m
Length of 1/4 split weiling pieces for 10m = 3x2x10 = 60m
cost of full coconut post (Details vide 60.64.1), Coconut post required for 1m
=126/10 = 12.6m (average length of coconut pile is 6 m and dia 25cm) Assuming
cocunut post can be used 2 times
No. of coconut pile required for 1m = 12.6/6 = 2.1 nos.
Carriage of timber = 2.1x6x3.14x0.125x0.125 = 0.618cum
Assume 3 rows wailing pieces in both sides and 3 cross ties, Total 52.60+60 -
112.50m Hence for 1.0m = 112.50/10 = 11.25m
6m long coconut tree equals 24m 1/4 split coconut piles ,
coconut post required = 11.25/24 = 0.469nos.
Carriage required = 6x3.14x0.125x0.125 = 0.294cum
Sawing area for 1m = 0.375x6x2x0.25 = 1.406sq.m
Carpenter II class required = (4.3/10)x1.125 = 0.4838nos.
Totla no.of coconut pile for 10m length @ 0.75m c/c = 10/0.75+1 = 14 nos on both
sides = 14x2 = 28 nos. for 1m length = 28/10 = 2.8 nos Pile driving down length =
2.0m total length 2.0x2.8 = 5.6m
Screening the frame with polythene sheet nailed to wailing pieces and coconut post,
Plythene sheet require =10.3x2x2.50 = 51.50sqm For 1m = 51.5/10 = 5.15sqm | 30 | metre | 12,000 ₹3,60,000 | 16,800 ₹5,04,000 | 15,000 ₹4,50,000 | 4,850 ₹1,45,500 Lowest | 5,004.43 ₹1,50,132.9 |
| 1.00 | 12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location | 14 | metre | 4,500 ₹63,000 Lowest | 14,100 ₹1,97,400 | 12,500 ₹1,75,000 | 8,115.28 ₹1,13,613.92 | 8,368.08 ₹1,17,153.12 |
| 1.00 | OD76683/2026-2027:Bailing out water using 5HP pump -Bailing out of water with 5HP engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores pay of staff etc. complete | 160 | hour | 100 ₹16,000 Lowest | 501 ₹80,160 | 600 ₹96,000 | 350 ₹56,000 | 369.17 ₹59,067.2 |
| 1.00 | OD202878/2024-2025:Providing casing pipe of 1000mm inner dia made out of 6mm thick M.S. plate used for casting in-situ bored piles and erecting at site in lines and levels and driving down to the required depth including cost and conveyance of all materials, all fabrication charges and welding charges with all leads and lifts etc. complete according to the necessity at site as directed by the deptl. officers. 12.22 MoRTH 1200 & 1900 | 15.34 | MT | 1,15,000 ₹17,64,560 | 1,00,005 ₹15,34,476.72 | 92,000 ₹14,11,648 Lowest | 1,27,704 ₹19,59,490.18 | 1,31,682.07 ₹20,20,529.68 |
| 1.01 | 12.24.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm | 696 | metre | 14,000 ₹97,44,000 | 17,700 ₹1,23,19,200 | 19,000 ₹1,32,24,000 | 11,376.5 ₹79,18,044 Lowest | 11,730.95 ₹81,64,741.2 |
| 1.01 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | 34.18 | cum | 500 ₹17,091 | 402 ₹13,741.16 | 300 ₹10,254.6 | 78.49 ₹2,682.95 Lowest | 80.94 ₹2,766.69 |
| 1.01 | 12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap | 3.68 | cum | 9,000 ₹33,156 | 8,430 ₹31,056.12 | 8,300 ₹30,577.2 | 8,106 ₹29,862.5 Lowest | 8,358.54 ₹30,792.86 |
| 1.01 | 12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump | 53.61 | cum | 12,500 ₹6,70,162.5 | 10,500 ₹5,62,936.5 | 9,000 ₹4,82,517 | 8,518.44 ₹4,56,699.12 Lowest | 8,783.8 ₹4,70,925.87 |
Tender Value
₹3.2 Cr
EMD Value
₹1 L
Closing Date
12 Aug 2026, 11:00 amClosed
Superintending Engineer,PWD Bridges,NC KKD
O/O. the SE, PWD Bridges North Circle, Thondayad, Kozhikode -673017
GENERAL-B/W 2024-25 Reconstruction of Ambathod bridge in Ezhikkara grama panchayath in North Paravur Constituency.- Reconstruction of Bridge-General Civil Work
2026_PWD_862935_1
PWD/BR/TR/22459/2024_5_1_1/1
Open Tender
Civil Works - Bridges
Item Rate
365 days
Ezhikkara GP
Please refer Tender documents.
11 documents required · 11 mandatory
₹8,270
Yes
₹1 L
Yes
14 Aug 2026
28 Jul 2026
14 Aug 2026
28 Jul 2026
12 Aug 2026
28 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1APPENDIX A- BRIDGE PROPER | |||||
| 1.001 | OD269318/2025-2026:Providing and constructing temporary island 16m dia for construction of foundation. Assuming depth of
water 1.5m and height of island 2m | - | no | - | - |
| 1.002 | OD1695/2026-2027:Putting up ring bund of top width 1.50m, bottom width 2.75m.and average height of 2.50m
with 1:1/4 side slope and protect the sides with coconut post of 4.50m long driving down
2.00m below bed level at 75cm c/c, providing 3 rows of weiling pieces 1/4 split coconut post
on both sides and 1/4 split cross ties to alternate posts at top, bottom and middle portion
and screening the sides of bund with Seperation memebrane of impermeable plastic sheet
125 micron thick fixed properly using coconut post and weiling pieces using reeper and nails
in full height including tying properly using iron wire and coir altogether and supply and
filling inside with hard clay/cut earth up to 2.50m, levell and conveyed with all leads and
lifts including consolidating properly and maintaing the bund till the work is completed and
dismantling the bund after completion of work etc. as per the directions of departmental
officers at site.
Bottom width 2.75m, Height 2.5m Side slope 1:1/4 Length of coconut pile 4.50m
Spacing 0.75m No. of leyers 2
Length of full coconut pile required for 10m = ((10/0.75)+1)x2x4.5 = 126m
Length of (1/4 split) coconut cross ties for 10m = 3x2.5 av. x 7 Nos. = 52.50 m
Length of 1/4 split weiling pieces for 10m = 3x2x10 = 60m
cost of full coconut post (Details vide 60.64.1), Coconut post required for 1m
=126/10 = 12.6m (average length of coconut pile is 6 m and dia 25cm) Assuming
cocunut post can be used 2 times
No. of coconut pile required for 1m = 12.6/6 = 2.1 nos.
Carriage of timber = 2.1x6x3.14x0.125x0.125 = 0.618cum
Assume 3 rows wailing pieces in both sides and 3 cross ties, Total 52.60+60 -
112.50m Hence for 1.0m = 112.50/10 = 11.25m
6m long coconut tree equals 24m 1/4 split coconut piles ,
coconut post required = 11.25/24 = 0.469nos.
Carriage required = 6x3.14x0.125x0.125 = 0.294cum
Sawing area for 1m = 0.375x6x2x0.25 = 1.406sq.m
Carpenter II class required = (4.3/10)x1.125 = 0.4838nos.
Totla no.of coconut pile for 10m length @ 0.75m c/c = 10/0.75+1 = 14 nos on both
sides = 14x2 = 28 nos. for 1m length = 28/10 = 2.8 nos Pile driving down length =
2.0m total length 2.0x2.8 = 5.6m
Screening the frame with polythene sheet nailed to wailing pieces and coconut post,
Plythene sheet require =10.3x2x2.50 = 51.50sqm For 1m = 51.5/10 = 5.15sqm | - | metre | - | - |
| 1.003 | 12.9.C:Providing and constructing one span service road to reach island location from one pier location to another pier location | - | metre | - | - |
| 1.004 | OD76683/2026-2027:Bailing out water using 5HP pump -Bailing out of water with 5HP engine and pump set including conveyance to site and erection ,cost of fuel ,lubrication oil and other stores pay of staff etc. complete | - | hour | - | - |
| 1.005 | OD202878/2024-2025:Providing casing pipe of 1000mm inner dia made out of 6mm thick M.S. plate used for casting in-situ bored piles and erecting at site in lines and levels and driving down to the required depth including cost and conveyance of all materials, all fabrication charges and welding charges with all leads and lifts etc. complete according to the necessity at site as directed by the deptl. officers. 12.22 MoRTH 1200 & 1900 | 1 | MT | - | - |
| 1.006 | 12.24.3:Bored cast-in-situ M35 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m. Pile diameter-1000 mm | - | metre | - | - |
| 1.007 | 12.1.B.1:Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. Ordinary Soil - Depth upto 3m - Mechanical Means | - | cum | - | - |
| 1.008 | 12.39:Providing and laying of PCC M15 leveling course 100 mm thick below the pile cap | - | cum | - | - |
| 1.009 | 12.38.D.2:Cement Concrete for Reinforced Concrete in Pile Cap complete as per Drawing and Technical Specification R C C Grade M35 - Using Batching plant, Transit Mixer and Concrete pump | 1 | cum | - | - |
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