Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹35.6 LAccepted-AOC AZEEM COTTAGE KALLIYAD P O BLATHOOR KANNUR PIN 670593 | KANNUR | KANNUR | KERALA | 670593 | L1 | Accepted-AOC L1 | |
| 2 | Rejected-Technical | - | Rejected-Technical L2 | |
| 3 | Rejected-Technical MAYURAM PAYANCHERY IRITTY KANNUR PIN 670001 | IRITTY | KANNUR | KERALA | 670001 | - | Rejected-Technical L4 | |
| 4 | Rejected-Technical CHENGALA PADINHARMOOLA HOUSE KUNDADUKKAM PIN 671541 | KUNDADUKKAM | KASARAGOD | KERALA | 671541 | - | Rejected-Technical L3 | |
| 5 | Rejected-Technical KOYADAN CHOYIKUNIMAL MULLAKODI PO MAYYIL KANNUR PIN 670602 | MAYYIL | KANNUR | KERALA | 670602 | - | Rejected-Technical L5 |
| Sl No | Description | Qty | Unit | Soman nambiar L5 | MANOHARAN PV L2 | SATHEESH A L3 | PRAVAH INFRATECH LLP L4 | G ON ENGINEERING AND CONSTRUCTION L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00CIVIL WORKS | ||||||||
| 1.00 | 2.31
Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared. | 663.1 | sqm | 16 ₹10,609.6 | 15.52 ₹10,291.31 Lowest | 15.85 ₹10,510.12 | 16.18 ₹10,728.96 | 25 ₹16,577.5 |
| 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. | 33.16 | cum | 320 ₹10,609.6 | 220 ₹7,294.1 Lowest | 224.58 ₹7,445.96 | 229.32 ₹7,603.1 | 260 ₹8,620.3 |
| 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. | 127.04 | cum | 320 ₹40,652.16 | 307 ₹39,000.67 | 313.58 ₹39,836.72 | 320.21 ₹40,678.84 | 260 ₹33,029.88 Lowest |
| 1.00 | 2.9.1
Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock. | 40.81 | cum | 320 ₹13,059.2 | 560 ₹22,853.6 | 572.26 ₹23,354 | 584.3 ₹23,845.28 | 260 ₹10,610.6 Lowest |
| 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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm
nominal size derived from natural sources). | 20.41 | cum | 6,900 ₹1,40,794.5 | 6,774 ₹1,38,223.47 | 6,915.36 ₹1,41,108 | 7,061.5 ₹1,44,089.91 | 6,500 ₹1,32,632.5 Lowest |
| 1.01 | 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). | 149.2 | cum | 6,150 ₹9,17,567.7 | 7,125 ₹10,63,035.75 | 7,273.3 ₹10,85,161.94 | 7,427.06 ₹11,08,102.5 | 5,600 ₹8,35,508.8 Lowest |
| 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. | 312.18 | cum | 320 ₹99,898.24 | 271 ₹84,601.32 | 277.62 ₹86,668.64 | 283.4 ₹88,472.38 | 175 ₹54,631.85 Lowest |
| 1.01 | 50.6.7.2
Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc. | 103.73 | cum | 6,100 ₹6,32,740.8 Lowest | 7,655 ₹7,94,037.84 | 7,815.04 ₹8,10,638.42 | 7,980.2 ₹8,27,770.19 | 7,350 ₹7,62,400.8 |
| 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). | 18.96 | cum | 8,500 ₹1,61,202.5 Lowest | 8,957 ₹1,69,869.51 | 9,143.41 ₹1,73,404.8 | 9,336.7 ₹1,77,070.52 | 9,500 ₹1,80,167.5 |
Tender Value
₹39.2 L
EMD Value
₹50,000
Closing Date
10 Nov 2025, 5:00 pmClosed
Chairman and Managing Director KPHCC
KERALA POLICE HOUSING AND CONSTRUCTION CORPORATION LTD CHANDRASEKHARAN NAIR STADIUM, PALAYAM, THIRUVANANTHAPURAM - 695033
MoPF Scheme 2025-26-Fortification-Construction of Compound Wall at Karikkottakkari PS (barbed Wire Fencing) Kannur Rural (DSR 2021)
2025_KPHCC_818415_1
NIT No.90/KPHCC/2025-26
Open Tender
Civil Works - Buildings
Item Rate
360 days
Kannur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,950
₹50,000
7 Jan 2026
3 Nov 2025
12 Nov 2025
3 Nov 2025
10 Nov 2025
3 Nov 2025
Amount
CIVIL WORKS
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared.
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.
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.
2.9.1 Excavation work 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 soils as directed, within a lead of 50 m.Ordinary rock.
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 (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources).
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.
50.6.7.2 Laterate masonry with neatly dressed laterate stone of size 40x20x15cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials, labour charges etc.
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).
5.2.2 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 derived from natural sources).
5.9.1 Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete
5.9.5 Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers
5.9.6 Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts
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.
5.22A.6 Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more.
4.1.5 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).
4.3.2 Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc.
16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.
16.18.1 Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire.
13.1.1 12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)
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.
13.47.1 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.
13.48.3 Finishing with Deluxe Multi surface paint system for interiors and exteriors using primer as per manufacturers specifications:Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture.
MANOHARAN PV (BID ID -2434769)
SATHEESH A (BID ID -2434482)
PRAVAH INFRATECH LLP (BID ID -2434525)
Soman nambiar (BID ID -2434334)
Bidder Name
MANOHARAN PV
Soman nambiar
G ON ENGINEERING AND CONSTRUCTION
SATHEESH A
PRAVAH INFRATECH LLP
stage.html
html • 0.04 MB
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1371721.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 0.10 MB
Tendernotice_2.pdf
PDF • 2.30 MB
tenderdocumentnew.pdf
Tender Documents • 0.64 MB
BOQ_1371721.xls
BOQ • 0.25 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .