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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹27.1 LAccepted-AOC | L1 | Accepted-AOC Accepted Vide Resolution No.2(1) dtd.03-12-2024 of Vadavukode Puthencruz Grama Panchayat | |
| 2 | L2₹27.3 L+₹23,599.98 (0.87%)Rejected-AOC KOTTAYAM | KERALA | 686102 | L2 | Rejected-AOC Higher rate and hence not admitted | |
| 3 | L3₹29.6 L+₹2.4 L (9.00%)Rejected-Finance | L3 | Rejected-Finance Higher rate and hence not admitted |
Tender Value
₹27.1 L
EMD Value
₹50,000
Closing Date
29 Nov 2024, 11:00 amClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
SANTHOSH KN
Office of the Assistant Engineer LID EW Section Vadavukode Puthencruz Grama Panchayat
PTZ S0323/25 Improvements to Panchayath Compound in Vadavucode of Vadavucode Puthencruz GP under Annual Plan 2024 -25
2024_LSGD_706428_25
01/ET/2024-25/AE/LID EW/PTZ
Open Tender
Civil Works - Roads
Item Rate
360 days
Vadavukode Puthencruz Grama Panchayat
Please refer Tender documents.
9 documents required · 9 mandatory
₹2,760
Yes
₹50,000
Yes
17 Dec 2024
19 Nov 2024
30 Nov 2024
19 Nov 2024
29 Nov 2024
19 Nov 2024
Amount
Yard modification
2.5.2.A:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202.(II) By Mechanical Means (A) Cement Concrete
2.5.2.B:Dismantling of Structures Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. (II) By Mechanical Means (B) Reinforced Cement Concrete
2.7.D:Dismantling Stone Masonry as per Technical Specification Clause 202. Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of stone masonry, including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 m as per Technical Specification Clause 202. (D) Dry Rubble Masonry
3.5.1:Excavation in Cutting in Soil by manual means with lead upto 50 m Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3
OD371650/2023-2024:Dry rubble masonry - Dry rubble masonry with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at siteModified 60.7.1
OD174981/2024-2025:Random rubble masonry(without through stone) in cement mortar 1:6 complete as per drawing including all cost and conveyance of materials , labour etc. complete and as per the direction of Engineer in charge
11.4.1.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 I. P.C.C grade M 10 (i) Nominal mix 1:3:6
11.4.2.1:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 II. P.C.C grade M 15 (i) Nominal mix (1:2.5:5)
11.4.4:Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 IV. R.C.C grade M 20
11.8:Supplying, fitting and placingTMT bar reinforcement in foundation complete as per drawings and technical specifications Clauses 1000 and 1202
OD371661/2023-2024:Providing and fixing M.S. Grills of required pattern for Drain inlets with M.S. Angles, square or round bars etc. including priming coat with approved steel primer all complete. Fixed to openings provided at site with square or round bar
OD371851/2023-2024:Gravel/Soil-Aggregate Surface Course (Table 400.3)<br> Construction of granular surface course by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method complete as per Technical Specification Clause 402 (modified 4.3)
OD375350/2023-2024:Sectioning up to 150mm and forming the surface for OLD road way levelling, cambering etc complete as per direction of Engineer in charge
OD374895/2023-2024:Providing and Laying of Interlocking Concrete Block Pavements using 80 mm M40 hydraulic blocks of approved size, design & shape, laid in required pattern over and including a compacted bed of 6mm stone aggregate of 50mm average thickness, etc. all complete as per the direction of Engineerin- charge.
75.5.5.A.1pb:Modified Penetration Macadam 50 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.5.B.2pb:Modified Penetration Macadam 75 mm thick using Bitumen S-65 - Packed Bitumen Rates Construction of penetration macadam over prepared base by providing a layer of compacted crushed coarse aggregate using chips spreader with alternate applications of bituminous binder and key aggregates and rolling with a three wheel 80-100 kN static roller to achieve the desired degree of compaction as per Technical Specification Clause 506.
75.5.2.1pb:Tack Coat - With Packed Bitumen Rates Providing and applying tack coat with Bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
75.5.11.1.A.2pb:Mix Seal Surfacing - Manual Means - Type A - Bitumen S-65 - Packed Bitumen Rates Providing, laying and rolling of close-graded premix surfacing material of 20 mm thickness composed of 11.2 mm to 0.9 mm (Type-A) or 13.2 mm to 0.9 mm (Type-B) aggregates using penetration grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 8-10 kN static roller and finishing to required level and grades as per Technical Specification Clause 509 By Manual Means Type A (II) Bitumen (S-65)
OD175124/2024-2025:"od809001/2020_2021 Providing and laying 60 mm thick factory made cement concrete interlocking paver block M-30 grade by block making machine with strong vibratory compaction of approved size design and shape laid in required colour and pattern over 50 mm thick crushed stone chipping 6.7 mm size and compacted with plate vibrator"
75.8.1.1.A:Providing Plain cement concrete for wearing coat CC 1:2:4 (1 cement: 2 fine aggregate:4 course aggregate) laid to required slope as required including compaction, finishingand tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixedin concrete mixer etc complete as per specification (i) Nominal mix (1:2:4)
OD377235/2023-2024:Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing , curing and polishing etc. all complete as specified and as directed by the Engineer-in-Charge. Polished Granite stone slab jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.
OD392381/2023-2024:Good earth Screened through sieve of I.S. designation 16 mm Details of cost for one cum(modified item 30.2.4.2)
OD392382/2023-2024:Grassing with pearl grass including watering and maintenance of the lawn for 60 days or more till the grass forms a thick lawn, free from weeds and fit for mowing including manure like sterameal and cocopeat chemical for anti termite treatment etc complete as directed by the deptl officers at site With pearl grass Turf
OD392383/2023-2024:Preparation of beds for hedging and shrubbery by excavating 30 cm deep and , refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete (cost of sludge, manure or extra earth to be paid for separately)(modified item DSR 30.2.13)
OD392384/2023-2024:Supplying and stacking of good earth at site including royalty and carriage upto 5 km lead complete (eath measured in stacks will be reduced by 2% for payment)(modofied item DSR 30.2.2)
2.14.1.A:Dismantling of Flexible Pavements <br> Dismantling of flexible pavements and disposal of dismantled materials upto a lead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 <br>(I) By Manual Means <br> (A) Bituminous Courses
OD101341/2024-2025:Providing Plain cement concrete for ROAD WORK EXCLUSIVE OF FORMWORK CC 1:2:4 (1 cement: 2 fine aggregate: 4 course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as required including compaction USING NEEDLE VIBRATOR, finishing and tamping etc .complete. Max. size of course aggregate not exceeding 25mm , mixed in concrete mixer etc complete as per specification (i) Nominal mix (1:2:4) Modified 75.8.1
K.P Benny (BID ID -1992117)
ABDUL KHADER N A (BID ID -1992013)
Bidder Name
ABDUL KHADER N A
K V JAMAL
K.P Benny
tech_eval.pdf
fin_eval.pdf
aoc.pdf
finance_1106910.pdf
boq_comp_chart.xlsx
xlsx
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