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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹8.9 LAccepted-AOC | ₹8.9 L | L1 | Accepted-AOC Lowest Accepted |
| 2 | L2₹9.2 L+₹36,574 (4.13%)Rejected-AOC | ₹9.2 L+₹36,574 (4.13%) | L2 | Rejected-AOC L2 |
| 3 | L3₹9.3 L+₹44,251 (4.99%)Rejected-AOC | ₹9.3 L+₹44,251 (4.99%) | L3 | Rejected-AOC L3 |
| 4 | L4₹9.4 L+₹57,029 (6.43%)Rejected-AOC | ₹9.4 L+₹57,029 (6.43%) | L4 | Rejected-AOC L4 |
| 5 | L5₹9.8 L+₹96,626 (10.9%)Rejected-AOC | ₹9.8 L+₹96,626 (10.9%) | L5 | Rejected-AOC L5 |
| Sl No | Description | Qty | Unit | M.B SURESH BABU L3 | SANTHOSH JACK L4 | SAHAD L1 | jafad vj L5 | RIJU SEBASTIAN L2 |
|---|---|---|---|---|---|---|---|---|
| 1.00Providing and fixing of 5000Litre capacity water tank (PVC) with Supporting Structure and interconnection works | ||||||||
| 1.00 | 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 | 2,372.64 | kg | 165 ₹3,91,486.26 | 165 ₹3,91,486.26 | 159.19 ₹3,77,701.2 Lowest | 178 ₹4,22,330.63 | 165.93 ₹3,93,692.82 |
| 1.00 | 10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes | 645.03 | kg | 205 ₹1,32,231.77 | 200 ₹1,29,006.6 Lowest | 201.65 ₹1,30,070.9 | 225 ₹1,45,132.43 | 210.18 ₹1,35,573.04 |
| 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 | 13.66 | cum | 250 ₹3,415.5 | 250 ₹3,415.5 | 229.86 ₹3,140.35 Lowest | 250 ₹3,415.5 | 239.59 ₹3,273.28 |
| 1.00 | 4.1.6: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 40 mm nominal size derived from natural sources) | 0.98 | cum | 8,300 ₹8,142.3 | 8,350 ₹8,191.35 | 7,462.87 ₹7,321.08 Lowest | 8,000 ₹7,848 | 7,779.05 ₹7,631.25 |
| 1.00 | 50.5.33.1:Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work up to plinth level | 2.6 | cum | 10,800 ₹28,026 | 10,850 ₹28,155.75 | 9,715.67 ₹25,212.16 Lowest | 10,000 ₹25,950 | 10,127.3 ₹26,280.34 |
| 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. | 0.8 | cum | 318 ₹254.4 | 315 ₹252 | 284.14 ₹227.31 Lowest | 315 ₹252 | 296.17 ₹236.94 |
| 1.01 | 5.9.1:Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete | 10.88 | sqm | 380 ₹4,134.4 | 385 ₹4,188.8 | 344.53 ₹3,748.49 | 380 ₹4,134.4 | 259.12 ₹2,819.23 Lowest |
| 1.01 | 5.9.5:Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers | 3.84 | sqm | 760 ₹2,918.4 | 750 ₹2,880 | 680.64 ₹2,613.66 Lowest | 760 ₹2,918.4 | 709.47 ₹2,724.36 |
| 1.01 | 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 | 311.4 | kilogram | 102 ₹31,762.8 | 112 ₹34,876.8 | 100.31 ₹31,236.53 Lowest | 112.43 ₹35,010.7 | 104.55 ₹32,556.87 |
Tender Value
₹9.9 L
EMD Value
₹24,839
Closing Date
11 Aug 2025, 3:00 pmClosed
Assistant Executive Engineer
Assistant Executive Engineer KWA Sub Division Nattika
DEPOSIT_2023_24 (SC1_7090/23 Dated. 18.03.2024) Engandiyur Grama Panchayath Erection of PVC Tank above Steel Structure and Ferro Cement Pumphouse(Thirunarayanana Kinar) along with allied works at Ward No.10_General Civil Work
2025_KWA_782410_1
WRD/KWA_CE(CR)/1296/2025_2026
Open Tender
Civil Works - Water Works
Item Rate
90 days
Engandiyur
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,195
₹24,839
19 Sept 2025
4 Aug 2025
12 Aug 2025
4 Aug 2025
11 Aug 2025
4 Aug 2025
4 Aug 2025 - 11 Aug 2025
Amount
Providing and fixing of 5000Litre capacity water tank (PVC) with Supporting Structure and interconnection works
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
10.26.3:Providing and fixing hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approves steel primer.G.I. pipes
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
4.1.6: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 40 mm nominal size derived from natural sources)
50.5.33.1:Providing and laying in position machine batched and machine mixed design mix M- 20 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note: Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately. All work up to plinth level
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.
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
5.22.6: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
18.48:Providing and placing on terrace (at all floor levels) polyethylene water storage tank :ISI 12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank.
13.52.1:Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work
12.50:Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.
100.98.214:Supply of PVC Pipe, 6kg/cm2, 110mm Dia.
50.18.9.19.1:Providing and fixing PVC pipes including fixing the pipe with clamps/ clips/ at 1.00 m spacing . This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge 110 mm dia 6 Kgf/cm2 - External work- Exposed on wall
24.2:Providing and fixing double scaffolding system (Cup lock type ) on the exterior side of building/structure, upto 25 metre height, above ground level, including additional rows of scaffolding in stepped manner as per requirement of site, made with 40 mm dia M.S. tube, placed 1.5 metre centre to centre, horizontal & vertical tubes joint with cup & lock system with M.S. Tubes, M.S. tube challis, M.S. clamps and staircase system in the scaffolding for working platform etc. and maintaining it in a serviceable condition for execution of work of cleaning and / or pointing and / or applying chemical and removing it thereafter. The scaffolding system shall be stiffened with bracings, runners, connecting with the building etc, wherever required, if feasible, for inspection of work at required locations with essential safety features for the workmen etc., complete as per directions and approval of Engineer-in-Charge. Note: - ( 1) The evaluational area of the scaffolding shall be measured for payment purpose, (2) The payment will be made once only for execution of all items of such works.
OD316683/2023-2024:Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :100 mm nominal bore
OD316684/2023-2024:Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete:110 mm nominal bore
OD316685/2023-2024:Providing and fixing gun metal non-return valve of approved quality (screwed end): 100 mm nominal boreHorizontal
OD316686/2023-2024:Interconnecting the newly laid 110 mm pvc pipeline to the existing line by using 110mm CIR joint, solvent cement ,labour charges and hire for tools etc complete.
Pump House
OD13091/2025-2026:Supply and erect readymade ferrocement pump house of size 1.5x2.0x2.1 m with the following specifications: RCC post shall be fixed in PCC 1:3:6 of size 45x45x45 cm, Foundation around with solid block masonry with CM 1:6 of 30x40 cm size. Ferrocement triangular type roof made of ferrocement slab of thickness 25mm. MS door of size 75x210 cm with suitable GI frames and painting with two coats of synthetic enamel paint over a coat of iron primer. Suitable locking arrangement and pad lock of 5 Lever. MS ventilator of size 60x45 cm. Flooring with CC 1:4:8, 75mm thick, and plastered over 12mm thick cement plaster 1:4. Neat cement flushing coat and all wall surfaces and roof shall be painted with two coats of exterior emulsion paint over a coat of primer.
OD274641/2024-2025: Supply, erection and commissioning of best quality brand new Indian make single phase 1.5HP Monoblock motor pump set having discharge 1.5 lps against a head of 45 m with stainless steel shaft and necessary electrical accessories
OD13104/2025-2026: Supplying & fitting of good quality of extra flexible hose suitable size of the above Motor pump set
OD13103/2025-2026:Supplying & fitting of new MS fabricated stand suitable size for fitting the above Motor pump set
18.19.5.1:Providing and fixing gun metal non-return valve of approved quality (screwed end): 65 mm nominal boreHorizontal
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.
100.98.223:Supply of PVC Pipe, 8kg/cm2, 90mm Dia.
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.
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.
OD320021/2023-2024:Cost of PVC Specials
OD320041/2023-2024:Taking connection from existing line of size 50mm to 110mm using PVC specials including all earthwork excavation, refilling etc
OD320053/2023-2024:Providing 20mm (3/4 inch) Street Tap with from existing PVC / HDPE mains up to 110 mm dia., up to a length of 3.0m using 25mm ( 3/4 inch ) PE Pipe, PE80, PN16, Conforming to IS 4984: 2016 or lateredition and PP PN 16 Compression / GM / Brass specials viz. GM full way wheel valve, Bend/Elbow, MTA, Couplers,PVC Service Saddle of suitable size, Reducers, PVC Tap and Stand Post etc. and connecting with the mains, testing<br>the joints etc. complete including lighting, watching, providing caution boards, traffic control etc. complete including cost of materials, hire for tools, cost of consumables and labour charges, but excluding charges for cutting the concrete / tarred / bituminous roads etc, and as per the direction of the departmental officers
100.31.1.1: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): 80mm diameter, Class I.
100.98.457:Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Cap PN 1.6, Size 80mm.
RIJU SEBASTIAN (BID ID -2282886)
M.B SURESH BABU (BID ID -2282443)
SANTHOSH JACK (BID ID -2282505)
jafad vj (BID ID -2282658)
Bidder Name
SANTHOSH JACK
M.B SURESH BABU
RIJU SEBASTIAN
jafad vj
SAHAD
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