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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.0 LAccepted-AOC | ₹5.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹5.3 L+₹29,301.29 (5.87%)Rejected-Finance 00 MISSA MISSA NAGAON NAGAON ASSAM 782138 UDYAM AS 22 0003349 | NAGAON | ASSAM | 782138 | ₹5.3 L+₹29,301.29 (5.87%) | L2 | Rejected-Finance L2 |
| 3 | L3₹5.3 L+₹29,950.22 (6.00%)Rejected-Finance | ₹5.3 L+₹29,950.22 (6.00%) | L3 | Rejected-Finance L3 |
Tender Value
₹5.0 L
EMD Value
₹10,000
Closing Date
11 Feb 2026, 12:00 pmClosed
EE C BR_VIII
172/5, R.B. AVE KOL-29
REPAIRING OF ROAD SURFACE BY LOWERING OF MH,GP AND ALLIED CIVIL WORKS ALONG LAKE TERRACE ROAD FORM 15K ANIL ROY RD TO 20B LAKE VIEW RD IN WD-86
2026_KMC_995542_1
KMC/EEC/VIII/086/67/25-26/R
Open Tender
CIVIL WORKS
Percentage
45 days
IN WARD NO 86
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹10,000
29 Jul 2026
2 Feb 2026
13 Feb 2026
2 Feb 2026
11 Feb 2026
2 Feb 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Picking up and removing old bituminous layer or sand sealing coat from old black topped surface and cleaning the exposed surface by scraping and stacking the material as directed. (a) By manual means : (iii) Above 100 mm thick. | 974.1 | SQM | 45.2 | ₹44,029.32 |
| 2 | CHAPTER - VIII SUPPLYING OF MATERIALS HIRE CHARGES OF MACHINERIES 8.29Hire charges for engaging Air Compressor machine with minimum pressure capacity of 5.0 Kg/sq.cm arrangement including all necessary equipments and operating staff, carriage, fuel, Tools and plants all complete for cutting Road / hard crust cutting with pneumatic hammer at desired point in water supply works as per direction of EIC . a) With Pneumatic hammers For minimum engagement of 8 hrs. In a day | 7 | DAY | 6,000 | ₹42,000 |
| 3 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. II. COMPOUND DEVELOPMENT: 8) Taking out stone slabs of flat V-shaped drain of road side and resetting the same to correct line and level with cement mortar (1 : 4) including cement pointing (1 :2). (a) Vertical kerb stone. (Cement- 1.25 Kg/M) | 382 | MTR | 31 | ₹11,842 |
| 4 | BUILDING WORKS. (T)MISCELLANEOUS WORKS: A. SPECIAL WORKS. II. COMPOUND DEVELOPMENT: 8) Taking out stone slabs of flat V-shaped drain of road side and resetting the same to correct line and level with cement mortar (1 : 4) including cement pointing (1 :2). (b) Flat channel stone. (Cement- 1.75 Kg/M) | 382 | MTR | 49 | ₹18,718 |
| 5 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (a) 1:3:6 proportion | 12.89 | M3 | 4,572 | ₹58,933.08 |
| 6 | SECTION(B) - SANITARY AND DRAINAGE WORKS.(B)-(II) SOIL PIPE AND FITTINGS.(a) Original Works.(16.)Supplying, fitting and fixing with cement jointing (3:1) salt glazed stoneware pipe including excavation of earth upto 1.50 metre depth in all sorts of soil both mixed or unmixed and refilling (but excluding concreting at bottom and sides).(iii) 150 mm | 10.5 | MTR | 334 | ₹3,507 |
| 7 | BUILDING WORKS ( C ) BRICKWORKS, CONCRETE WORKS Etc. A. BRICK WORKS 1. Single Brick Flat Soling of picked jhama bricks including ramming and dressing bed to proper level and filling joints with local sand. ( 3rd Corrigenda & addenda dated 04.06.2018) | 13.46 | SQM | 361 | ₹4,859.06 |
| 8 | BUILDING WORKS ( C ) Brickworks,Concrete Works etc B. CONCRETE WORKS 1. Cement concrete with graded jhama khoa (30 mm size) excluding shuttering In ground floor and foundation (b) 1:4:8 proportion | 1.65 | M3 | 4,373 | ₹7,215.45 |
| 9 | 23.Construction of Catch pit 600mmX525mm. (inside measurement) and depth of invert 1000mm. below G.L. with 250mm. thick cement brick work (1:4) over 100mm. thick jhama cement concrete (1:4:8) bed over a layer of brick flat soling including providing 100mm. thick R.C.C. slab with ordinary cement concrete (mix 1:1.5:3) with reinforcement as per standard drawing, brickon- edge flooring with 20 mm. thick cement plaster (1:4) finished fine with 1.5 mm. thick neat cement in the inside walls and invert including supplying and fixing R.C.P.C. gully grid (5 M.T.load bearing capacity) and 150 mm. dia. C.I. Syphone including cutting hard crust, excavation, dewatering, back filling and removal of spoils as per standard drawing | 1 | EA | 12,175 | ₹12,175 |
| 10 | Lowering manhole cover and frame with CBW (1:4), 250 mm thick up to 100mm DEPTH with 20mm thick sand and cement plaster including finishing with neat cement after cutting the asphaltum pavement and taking out and re-fixing the existing manhole cover and frame with cement concrete (1:1.5:3) with stone chips all round the frame surface including removal of surplus spoils. | 10 | EA | 1,723.15 | ₹17,231.5 |
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