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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹53.2 LAccepted-AOC THIYYALI MARAKKARAKATH HOUSE PATTERKADAVU PO MALAPPURAM | MALAPPURAM | MALAPPURAM | KERALA | L1 | Accepted-AOC L1 | |
| 2 | L2₹54.0 L+₹80,109.83 (1.51%)Rejected-AOC 11 103A THINKAL MADATHILPARAMBA KIZHAKKUMMURI P O KOZHIKODE KERALA 673611 | KOZHIKODE | KOZHIKODE | KERALA | 673611 | L2 | Rejected-AOC L2 | |
| 3 | L3₹57.2 L+₹4.0 L (7.49%)Rejected-AOC 14 395 D BISMI VILLA KUZHIPALLI PARAMBIL BC ROAD CHERUVANNUR FEROK PO CALICUT 673631 | CALICUT | KOZHIKODE | KERALA | 673631 | L3 | Rejected-AOC L3 | |
| 4 | L4₹58.5 L+₹5.3 L (9.91%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹62.0 L+₹8.8 L (16.6%)Rejected-Finance | L5 | Rejected-Finance L5 |
Tender Value
₹65.5 L
EMD Value
₹50,000
Closing Date
12 May 2025, 5:00 pmClosed
Executive engineer
Office of the Executive Engineer, Transmission Division, Tirur, 110kV Substation Compound, Tirur Post-Pookkayil Bazar, Malappuram Dist, Pin-676107
Construction of Compound wall for proposed 110kV Substation, Venniyoor under Tirur Transmission Division
2025_KSEB_759705_1
TDT-01/2025-26/11-04-25
Open Tender
Civil Works - Others
Item Rate
240 days
Venniyur at 33KV Substation ompound
Please refer Tender documents.
14 documents required · 14 mandatory
₹5,900
Yes
₹50,000
Yes
28 Jun 2025
22 Apr 2025
15 May 2025
23 Apr 2025
12 May 2025
24 Apr 2025
Amount
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In cement mortar
Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge. In mud mortar
Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer -in- Charges: In cement mortar
Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge.
Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates,boltd, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead.
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
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
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)
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.
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.
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)
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
12 mm cement plaster of mix: 1:4 ( 1 cement : 4 fine sand)
Pointing on stone work with cement mortar 1:3 ( 1 cement : 3 fine sand): Flush/ Ruled pointing
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 stringers, treads,landings etc. of stair cases, including use of chequered plate wherever required, all complete
Painting with synthetic enamel paint of approved brand and manufacture to give an even shade: Two or more coats on new work
Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade: Two or more coats on new work
Centering and shuttering including strutting, etc. and removal of form for: Lintels, beams, plinth beams, girders bressumers and cantilevers
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)
Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface: Water thinnable cement primer
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-Laterite will be supplied departmentally.
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)-(Rubble will be supplied departmentally)
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
Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete
Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade : One or more coats on old work
Finishing walls with Acrylic Smooth exterior paint of required shade : Old work (One or more coat applied @ 0.90 ltr/10 sqm).
Sweyer Constructions (BID ID -2203948)
SAMSUDHEEN SA ENGINEERS & CONTRACTORS (BID ID -2210555)
Velayudhan M (BID ID -2207804)
navaneeth rp (BID ID -2207812)
tech_bid_open.pdf
tech_eval.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Download all tender documents and submit your bid
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