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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.5 LAccepted-AOC | L1 | Accepted-AOC L1 | |
| 2 | L2₹13.9 L+₹38,078.44 (2.81%)Rejected-AOC | L2 | Rejected-AOC L2 | |
| 3 | L3₹14.2 L+₹63,483.51 (4.69%)Rejected-AOC | L3 | Rejected-AOC L3 | |
| 4 | L4₹15.1 L+₹1.6 L (11.5%)Rejected-AOC | L4 | Rejected-AOC L4 |
Tender Value
₹17.2 L
EMD Value
₹43,026
Closing Date
28 Feb 2023, 2:30 pmClosed
EXECUTIVE ENGINEER
P.H.DIVISION, ALAPPUZHA
DEPOSIT WORK-ALAPPUZHA DISTRICT PANCHAYAT-2015-16-SCP-NOORANAD DIVISION-RWSS TO CHUNAKKARA-Pipe line extension (Ward-III) from Chunakkara Highschool Jn to Valukuttiyil Bhagam, Branch Towards Puliparampu colony, Karandayyath Jn to Mootheril bhagam , P
2023_KWA_560012_1
WRD/KWA-CE(CR)/TR/10650/2022
Open Tender
Civil Works - Water Works
Item Rate
120 days
Chunakkara
Please refer Tender documents.
5 documents required · 5 mandatory
₹2,760
₹43,026
18 May 2023
21 Feb 2023
1 Mar 2023
21 Feb 2023
28 Feb 2023
21 Feb 2023
21 Feb 2023 - 28 Feb 2023
Amount
WORKING CHARGES
100.59.1:Cutting the bituminous / concrete roads with cutting machine for a minimum depth of 200mm along the sides of proposed alignment of the pipe to be laid without causing any damage to other utilities, including the charges for hire and conveyance of tools and plant, cost of consumables and charges for lighting, watching, ribbon fencing, caution boards, traffic diversion, and as per the direction of departmental officers etc. complete, before carrying out the demolition of bituminous / concrete road by mechanical means and carrying out the excavation.
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
15.2.2:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)
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.
100.1.5: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 50 m, in Ordinary Rock.
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.
100.98.1008:Engaging Coolie.
100.9.9:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 110 mm nominal outside diameter pipes.
100.9.8:Laying uPVC pipes of class 2 to class 6 and specials, lowering to the trenches already made, placing in position aligning the pipeline to the lines and levels and jointing the pipes and specials with solvent cement and testing the pipeline with water to the required test pressure (excluding cost of pipes and specials): 90 mm nominal outside diameter pipes.
OD114468/2022-2023:Interconnecting the newly laid 110 mm PVC. Pipe line to the existing line, by cutting the existing 160 mm PVC Pipe Line diametrically, the cut being diametrically perpendicular to the axis of pipe and smoothing of cut ends, inserting the 160 x 110 mm PVC Reducer supplied by the contractor and placing in position,and testing to the required test pressure, including cost of 160 x 110 mm PVC Reducer, supplied by the contractor, Including labour charges , and hire for tools, Fencing, Conveyance charges, Caution board etc; complete.
OD113184/2022-2023:Constructing semi-circular street fountain of approved size 110x75x85cm (vide order no K.W.A./PMU/AE2/112/87 of M.D,TVM. Dtd 30.5.1995) in RCC with 20mm (nominal size) broken stone and 6mm M.S. Rod for foundation, post,kerb,platform. (kerb 160x8x6 cm,platform 12cm thick, post 85x15x10 cm, with pot rest of size 23x23x6cm,PCC 1:2:4) and haunch ob n both sides of post fixed over 20mm metal concrete base 1:4:8 120cmx110cmx15cm.Size and plastered with 1:3,9mm thick with neat flushing coat including cost and conveyance of cement (cement 83.35kg, MS Rod 6mm,.6kg)
100.33.1:Conveying carefully precast street fountain ( KWA pattern) from the stacked site within initial lead placing in correct position after doing necessary earth work and levelling including all incidental expenses but excluding pipe connection.
100.12.8: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: 80mm diameter nominal bore.
100.31.1.4: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 I.
OD113182/2022-2023:Welding 80 mm (ID) GI pipes for jointing by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: (Observed Data in accordance with 100.37.5.4)
OD113183/2022-2023:Jointing the newly laid 90mm PVC line to the newly laid 80mm GI pipe/existing 90mm PVC /80mm AC line by inserting the 90mm CIR joints supplied by the contractor and placing in position , jointing and testing to the required test pressure including cost of all specials, all labour charges etc complete as per direction of deptl. officers
100.60.1.2.3:Providing 20mm (3/4 inch) house connection with 20mm (3/4 inch) water meter from existing PVC / HDPE mains up to 110 mm dia., up to a length of 5 m using 25mm Indian Standard Class 6 uPVC pipe and uPVC / GM / Brass specials viz. brass ferrule, GM full way wheel valve, Elbow, MTA, FTA, couplers, PVC Service Saddle of suitable size etc. and connecting with the mains, testing the joints etc. complete including trenching and refilling in all kinds of soil up to a depth of 1.50m for main line tracing and trench of average cross section 0.3m x 0.75m for laying connection pipe and service pipe, fixing water meter, lighting, watching, providing caution boards, traffic control etc. complete including hire for tools, cost of consumables and labour charges but excluding cost of pipes and specials, water meter and meter box and excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers.
100.60.12.3.1:Providing 15mm PVC Tap in the water meter assembly for 15mm connection, using 20mm Indian Standard Class 6 uPVC pipes and specials including cost of materials, consumables, hire charges for tools and labour charges etc. complete and as per the direction of departmental officers.
OD113185/2022-2023:Construction of standard valve protection tube with 160 mm PVC 6Kg/cm2 pipe & RCC slab of dimension 300 x 300 x 150mm thick with RCC 1:2:4 using graded stone aggregate 20mm nominal size, Reinforcement shall be with 8T@100 B/W, B/F with a 100 mm dia. hole at center of slab to operate valve inside protection tube as per the direction of departmental Officers
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
100.98.213:Supply of PVC Pipe, 6kg/cm2, 90mm Dia.
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
OD113186/2022-2023:Supplying good quality 80 mm GI ( Class- B ,ISI Marked ) Pipe at site, ready for use.
OD113187/2022-2023::Supplying 90mm PVC bend (6 Kg/cm2)
OD113188/2022-2023:Supplying good quality 80 mm GI BEND.
OD113189/2022-2023:Supplying superior quality 90 mm PVC End cap at site
OD114465/2022-2023:Supplying superior quality 110mm PVC End Cap at site
100.98.515:Supply of CI Plain End Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.0, Size 150mm.
G RAJESH
SHONEY P JOSEPH
NITHIN K P
Bidder Name
SHONEY P JOSEPH
G RAJESH
sherlyjoykutty
NITHIN K P
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