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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.7 CrAdmitted-Finance | ₹3.7 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.7 Cr+₹2.4 L (0.65%)Admitted-Finance | ₹3.7 Cr+₹2.4 L (0.65%) | L2 | Admitted-Finance |
| 3 | L3₹3.7 Cr+₹3.3 L (0.90%)Admitted-Finance | ₹3.7 Cr+₹3.3 L (0.90%) | L3 | Admitted-Finance |
| 4 | L4₹3.7 Cr+₹8.6 L (2.35%)Admitted-Finance D NO 58 21 50 BUTCHIRAJUPALEM VISAKHAPATNAM 530 027 | VISAKHAPATANAM | ANDHRA PRADESH | 530027 | ₹3.7 Cr+₹8.6 L (2.35%) | L4 | Admitted-Finance |
| 5 | L5₹3.8 Cr+₹18.3 L (4.98%)Admitted-Finance | ₹3.8 Cr+₹18.3 L (4.98%) | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | Saiteja Constructions L7 | PJR PROJECT CONSTRUCTIONS PVT LTD L4 | SBEC PROJECTS PRIVATE LIMITED L2 | GVS Projects Pvt Ltd L5 | SRI SREELAXMI CONSTRUCTIONS L3 | Y V R and COMPANY L8 | PCMR INFRASTRUCTURE PRIVATE LIMITED L6 | T Suresh Kumar Reddy L1 |
|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00General Notes: The item rates quoted by the Contractor for the relevant items shall, unless otherwise specified, also include compliance, supply and carrying out the following and no separate payment would be made for the same: 1. General works such as clearance of site, survey, setting out of area, levelling, preparation of complete plan and clearance of works after completion. 2. Sampling of materials for testing 3. Submission of test reports for all materials as per the relevant provisions of the Specifications 4. Testing of various BOQ items and materials as required as per the Specifications including furnishing test reports/certificates as per QAP in the tender. 5. Arrangement of temporary Electric power supply / Diesel generators , lighting arrangements in work areas for carrying out all the activities of the tendered work. | |||||||||||
| 2.00 | Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge. | 10 | Nos | 610 ₹6,100 | 1,000 ₹10,000 | 7,920 ₹79,200 | 575 ₹5,750 | 975 ₹9,750 | 430 ₹4,300 Lowest | 500 ₹5,000 | 5,000 ₹50,000 |
| 3.00Embankment/Subgrade construction for road or for area filling using the sources within the campus with all type of soils including boulders including excavation at source with hydraulic excavator at all levels, formation, construction of embankment/ subgrade/ shoulder/ side slopes of embankment with same excavated soil including loading,Transporting, unloading to embakment site with following lead, spreading in layers of not more than 250 mm compacted thickness and compacting each layer with 8 to 10 tonne power capacity vibratory power roller to acheive 95% proctor density, making suitable temperory approach road for the movement of excavator, tipper, dumper and other equipments, dewatering if required all as per drawings, specifications and as directed by the Engineer-In-charge. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge. | |||||||||||
| 3.10 | With a lead upto 1000 metres | 5,000 | Cum | 214 ₹10,70,000 | 250 ₹12,50,000 | 290 ₹14,50,000 | 450 ₹22,50,000 | 110 ₹5,50,000 Lowest | 330 ₹16,50,000 | 325 ₹16,25,000 | 250 ₹12,50,000 |
| 3.20 | With a lead above 3000 metres upto 4000 metres | 8,000 | Cum | 267 ₹21,36,000 | 350 ₹28,00,000 | 343 ₹27,44,000 | 500 ₹40,00,000 | 180 ₹14,40,000 Lowest | 380 ₹30,40,000 | 420 ₹33,60,000 | 420 ₹33,60,000 |
| 4.00 | Filling of areas and construction of Embankment/subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250 mm with suitable vibratory roller/ 200 mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge. | 37,500 | Cum | 967 ₹3,62,62,500 | 880 ₹3,30,00,000 | 858 ₹3,21,75,000 | 850 ₹3,18,75,000 | 925 ₹3,46,87,500 | 1,045 ₹3,91,87,500 | 900 ₹3,37,50,000 | 840 ₹3,15,00,000 Lowest |
| 5.00Additional Notes for Item No:03 & 04: The rate quoted for this item shall also include the following 1. Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary. 2. cutting, removing and disposing of all materials such as trees up to girth 60cm (when measured 1 meter from ground), bushes, heavy and light jungles, shrubs, stumps , roots, grass, weeds, etc., 3. It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials. | |||||||||||
| 6.00Providing and laying of RCC hume pipes using NP2 class RCC Hume pipes ( confirming to IS 458) with spigot and socket jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and all as per drawings, specification and as directed by Engineer-In-charge. Cost including materials and labour. including hoisting, placing in position by manual or mechanical means in setting up of culverts/ pipe crossings and as directed by the Engineer-In-charge. | |||||||||||
| 6.10 | a) 600 mm Dia RCC Hume Pipe Class NP2 | 50 | Metre | 2,500 ₹1,25,000 | 4,000 ₹2,00,000 | 3,300 ₹1,65,000 | 2,500 ₹1,25,000 | 2,200 ₹1,10,000 | 2,120 ₹1,06,000 Lowest | 4,587 ₹2,29,350 | 4,500 ₹2,25,000 |
| 6.20 | b) 1000 mm Dia RCC Hume Pipe Class NP2 | 25 | Metre | 6,100 ₹1,52,500 | 7,000 ₹1,75,000 | 6,600 ₹1,65,000 | 4,750 ₹1,18,750 | 4,640 ₹1,16,000 Lowest | 5,510 ₹1,37,750 | 8,182 ₹2,04,550 | 7,000 ₹1,75,000 |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
23 Apr 2024, 3:30 pmClosed
CE, BARC(V)
Simhadri Bavan, Anu Vihar, Gajuwaka -Yellamanchili Road, Maduturu Sub Post Office, Visakhapatnam-531 011
Earth Filling for LINAC facility including approach road up to Subgrade top and other miscellaneous works in BARC campus at Atchutapuram Mandal, Visakhapatnam (Dist.), Andhra Pradesh
2024_BARC_802439_1
BARC(V)/CES/LINAC Fill/147, Dated 26.03.2024
Open Tender
Civil Works
Item Rate
270 days
Atchutapuram, Visakhapatnam
Please refer Tender documents.
8 documents required · 8 mandatory
₹0
₹7.8 L
Atchutapuram,Visakhapatnam
3 Jun 2024
28 Mar 2024
29 Apr 2024
28 Mar 2024
23 Apr 2024
18 Apr 2024
28 Mar 2024 - 12 Apr 2024
12 Apr 2024
Amount
General Notes: The item rates quoted by the Contractor for the relevant items shall, unless otherwise specified, also include compliance, supply and carrying out the following and no separate payment would be made for the same: 1. General works such as clearance of site, survey, setting out of area, levelling, preparation of complete plan and clearance of works after completion. 2. Sampling of materials for testing 3. Submission of test reports for all materials as per the relevant provisions of the Specifications 4. Testing of various BOQ items and materials as required as per the Specifications including furnishing test reports/certificates as per QAP in the tender. 5. Arrangement of temporary Electric power supply / Diesel generators , lighting arrangements in work areas for carrying out all the activities of the tendered work.
Cutting and felling of trees of girth beyond 60 cm Girth up to and including 120 cm girth (measured at a height of 1 m above ground level) including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material inside project campus within the boundary at places shown etc. complete as per specification and as directed by the Engineer-In-charge.
Embankment/Subgrade construction for road or for area filling using the sources within the campus with all type of soils including boulders including excavation at source with hydraulic excavator at all levels, formation, construction of embankment/ subgrade/ shoulder/ side slopes of embankment with same excavated soil including loading,Transporting, unloading to embakment site with following lead, spreading in layers of not more than 250 mm compacted thickness and compacting each layer with 8 to 10 tonne power capacity vibratory power roller to acheive 95% proctor density, making suitable temperory approach road for the movement of excavator, tipper, dumper and other equipments, dewatering if required all as per drawings, specifications and as directed by the Engineer-In-charge. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge.
With a lead upto 1000 metres
With a lead above 3000 metres upto 4000 metres
Filling of areas and construction of Embankment/subgrade/ earthen shoulders with approved quality murrum/gravel brought from outside sources including Supply of all materials, in road works and the area wherever specified including breaking clods, storing, transportation, watering, with compacted thickness of each layer not exceeding 250 mm with suitable vibratory roller/ 200 mm thick with 8 to 10 ton capacity power roller to achieve 95% proctor density for embankment & 97% proctor density for Subgrade and Shoulders at optimum moisture content, all leads and lifts, bailing/ pumping out of water to keep site dry while backfilling. Cost shall include conveyance of all materials, labour, machinery, seigniorage charges etc. complete. The rate quoted shall include loading, unloading, hire and fuel charges for tools and plants and other incidental charges etc. The rate quoted shall also include compaction of original ground by vibratory power road roller, complete all as per drawings, specifications and as directed by the Engineer-In-charge.
Additional Notes for Item No:03 & 04: The rate quoted for this item shall also include the following 1. Clearing & grubbing and removal of top 150 mm soil and compaction of the original ground with vibratory power roller to achieve hard and level surface including the disposal of removed top soil within a lead of 200 m from site boundary. 2. cutting, removing and disposing of all materials such as trees up to girth 60cm (when measured 1 meter from ground), bushes, heavy and light jungles, shrubs, stumps , roots, grass, weeds, etc., 3. It shall include necessary excavation, backfilling of pits resulting from uprooting of trees and stumps to required compaction, handling, salvaging, and disposal of cleared materials.
Providing and laying of RCC hume pipes using NP2 class RCC Hume pipes ( confirming to IS 458) with spigot and socket jointed with stiff mixture of cement mortar in the proportion of 1:2, laying to the levels, slopes and all as per drawings, specification and as directed by Engineer-In-charge. Cost including materials and labour. including hoisting, placing in position by manual or mechanical means in setting up of culverts/ pipe crossings and as directed by the Engineer-In-charge.
a) 600 mm Dia RCC Hume Pipe Class NP2
b) 1000 mm Dia RCC Hume Pipe Class NP2
Providing and laying crusher dust bedding below hume pipes and on sides passing through 5.6 mm seive or any other places as complete all as per drawings, specification and as directed by Engineer-In-charge. Cost including supply of materials and labour.
SBEC PROJECTS PRIVATE LIMITED
SRI SREELAXMI CONSTRUCTIONS
PJR PROJECT CONSTRUCTIONS PVT LTD
GVS Projects Pvt Ltd
PCMR INFRASTRUCTURE PRIVATE LIMITED
Saiteja Constructions
Y V R and COMPANY
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