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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.7 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹8.0 L+₹26,388.33 (3.41%)Rejected-AOC | L2 | Rejected-AOC L1 | |
| 3 | L3₹8.1 L+₹38,444.14 (4.96%)Rejected-AOC | L3 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | SUBASH P K L1 | RIYAS N L2 | MUHAMMED RIZWAN N L3 |
|---|---|---|---|---|---|---|
| 1.00WORKING CHARGES | ||||||
| 1.00 | OD74902/2024-2025:Statutory fees for water connection , application form & meter testing | 1 | no | 937.9 ₹937.9 Lowest | 1,065.8 ₹1,065.8 | 1,065.8 ₹1,065.8 |
| 1.00 | 15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix) | 0.12 | cum | 1,811.01 ₹217.32 Lowest | 2,000 ₹240 | 2,010 ₹241.2 |
| 1.00 | 15.43.2:Dismantling 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:Bituminous road | 3.6 | sqm | 319.61 ₹1,150.6 | 320 ₹1,152 | 310 ₹1,116 Lowest |
| 1.00 | 100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil. | 28.4 | cum | 491.94 ₹13,971.1 Lowest | 520 ₹14,768 | 520 ₹14,768 |
| 1.00 | 100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals. | 250 | metre | 24.77 ₹6,192.5 | 23 ₹5,750 Lowest | 28 ₹7,000 |
| 1.01 | 100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II. | 1 | no | 1,136.85 ₹1,136.85 Lowest | 1,250 ₹1,250 | 1,270 ₹1,270 |
| 1.01 | OD109321/2024-2025:Interconnection from 400mm dia DI pipe line to 150mm GI pipe charges including all provisions for BT cutting, earth work excavation in all classes of soil, bailing out water, fencing, labour for controlling traffic and valves providing and filling quarry muck in the trenches etc complete. | 1 | no | 6,950.42 ₹6,950.42 Lowest | 7,800 ₹7,800 | 7,800 ₹7,800 |
| 1.01 | 100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore. | 250 | metre | 258.02 ₹64,505 | 250 ₹62,500 Lowest | 265 ₹66,250 |
| 1.01 | 18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore | 1 | each | 1,551.1 ₹1,551.1 Lowest | 1,700 ₹1,700 | 1,700 ₹1,700 |
Tender Value
₹8.8 L
EMD Value
₹21,954
Closing Date
28 Nov 2024, 6:00 pmClosed
Assistant Executive Engineer
RWS Sub division Malaparamba
DEPOSIT LANDMARK BUILDERS Laying pipeline to land mark builders for bulk meter connection at Pantheerankavu Laying dedicated line for water connection to land mark builders at Pantheerankavu Pipeline Work
2024_KWA_707390_1
RWS/KWA/KKD/22/2024-25
Open Tender
Civil Works - Others
Item Rate
90 days
RWS Sub division Malaparamba
Please refer Tender documents.
7 documents required · 7 mandatory
₹1,940
₹21,954
8 Aug 2025
20 Nov 2024
30 Nov 2024
20 Nov 2024
28 Nov 2024
20 Nov 2024
Amount
WORKING CHARGES
OD74902/2024-2025:Statutory fees for water connection , application form & meter testing
15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
15.43.2:Dismantling 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:Bituminous road
100.1.1:Excavating trenches of required width for pipes, cables, etc., including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20cm in depth, including consolidating each deposited layer by ramming, watering, etc., and disposing of surplus excavated soil as directed, within a lead of 50m, in all kinds of soil.
100.8.1:Fencing one side of trenches, 1.50m height with two rows of 10cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2m intervals.
100.31.2.4:Conveying and fixing C.I. sluice valves (with cap) by providing bolts, nuts, rubber insertions etc., complete, but excluding the cost of the valve (tail pieces, if required, will be paid separately): 150mm diameter, Class II.
OD109321/2024-2025:Interconnection from 400mm dia DI pipe line to 150mm GI pipe charges including all provisions for BT cutting, earth work excavation in all classes of soil, bailing out water, fencing, labour for controlling traffic and valves providing and filling quarry muck in the trenches etc complete.
100.12.11:Conveying and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc., but excluding cost of pipes and fittings for External work: 150mm diameter nominal bore.
18.17.5:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :65 mm nominal bore
OD75841/2024-2025:Providing and fixing enclosed type water meter (bulk type) confirming to IS 2373 with bolts,nuts rubber insertions etc complete 63mm Dia
OD75864/2024-2025:Providing and fixing CI dirt box strainer for bulk type water meter with nuts, bolts, rubber inserions etc complete conforming to IS 2373: 63mm Dia
OD75923/2024-2025:Providing and fixing MS clamps of 3mm thickness to hold back the covering pipe with nuts and bolts
18.35.1:Constructing masonry chamber 120x120x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix ( 1 cement : 2 coarse sand : 4 grades stone aggregate 20 mm nominal size), i/c necessary excavation, foundation concrete 1:5:10 ( 1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 ( 1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design:With common burnt clay F.P.S. (non modular) bricks of class designation 7.5
100.41.39:Supply, stacking, spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading, unloading & stacking up to any lead.
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) : 4 graded stone aggregate 20 mm nominal size)
COST OF MATERIALS
OD109322/2024-2025:Supply of 150mm GI pipe(B class)
OD109324/2024-2025:Supply of GI specials @3% cost of GI pipes
100.98.235:Supply of PVC Pipe, 10kg/cm2, 75mm Dia.
OD74903/2024-2025:Supply of PVC specials @3% cost of PVC pipes
100.98.484:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 150mm.
constructing valve chamber for flow meter and valve
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 disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil
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 : 8 graded stone aggregate 40 nominal size)
5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)
5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
5.22.1:Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelMild steel and Medium Tensile steel bars
RIYAS N (BID ID -1986947)
MUHAMMED RIZWAN N (BID ID -1992031)
Bidder Name
RIYAS N
SUBASH P K
MUHAMMED RIZWAN N
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