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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹50.6 LAccepted-AOC | ₹50.6 L | L1 | Accepted-AOC cancelled |
| 2 | L2₹50.7 LRejected-Finance | ₹50.7 L | L2 | Rejected-Finance Rejected |
| 3 | L3₹52.9 LRejected-Finance | ₹52.9 L | L3 | Rejected-Finance Rejected |
| 4 | L4₹53.4 LRejected-Finance | ₹53.4 L | L4 | Rejected-Finance Rejected |
| 5 | L5₹54.7 LRejected-Finance KANAKALAPETA YANAM | ₹54.7 L | L5 | Rejected-Finance Rejected |
| Sl No | Description | Qty | Unit | sekhar L5 | raj L3 | Gali Veerabhadra Rao L4 | M V V SATYANARAYANA L2 | Cheekatala srinivasa rao L1 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | 2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and
saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared. | 3,850 | m2 | 1 ₹3,850 Lowest | 5 ₹19,250 | 65 ₹2,50,250 | 1 ₹3,850 Lowest | 2 ₹7,700 |
| 2.00 | 4.1A.1 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in
uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density,
complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material. | 443 | m3 | 2,000 ₹8,86,000 | 2,250 ₹9,96,750 | 1,509 ₹6,68,487 | 100 ₹44,300 Lowest | 900 ₹3,98,700 |
| 3.00 | 4.92C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as
moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting
to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision) | 145 | m3 | 1,000 ₹1,45,000 | 1,500 ₹2,17,500 | 1,880 ₹2,72,600 | 5,000 ₹7,25,000 | 500 ₹72,500 Lowest |
| 4.00 | 30.11 Supplying with gravel for apron and rivetment | 190 | m3 | 1,000 ₹1,90,000 | 800 ₹1,52,000 | 709 ₹1,34,710 Lowest | 2,000 ₹3,80,000 | 1,000 ₹1,90,000 |
| 5.00 | 2.8.1 Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in
foundation trenches or drains (not
exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of
surplus excavated soil as directed , within a lead of 50m - all kinds of soil | 13 | m3 | 1,000 ₹13,000 | 100 ₹1,300 | 20 ₹260 Lowest | 1,000 ₹13,000 | 500 ₹6,500 |
| 6.00 | 2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete | 4.5 | m3 | 500 ₹2,250 Lowest | 1,000 ₹4,500 | 909 ₹4,090.5 | 3,000 ₹13,500 | 1,300 ₹5,850 |
| 7.00 | 4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size) | 3.5 | m3 | 4,000 ₹14,000 | 3,000 ₹10,500 | 1,600 ₹5,600 Lowest | 5,000 ₹17,500 | 6,000 ₹21,000 |
| 8.00 | 7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6
coarse sand : 12 graded stone aggregate 20mm nominal size ) upto plinth level with - cement mortar 1:6 (1 cement : 6 coarse
sand) | 85 | m3 | 14,000 ₹11,90,000 | 3,500 ₹2,97,500 Lowest | 4,009 ₹3,40,765 | 10,000 ₹8,50,000 | 6,000 ₹5,10,000 |
| 9.00 | 30.14 Dry stone pitching on slopes to required thickness and profile with hammer dressed garnite stones having no side less than 15
cum for revetment works, preparing surface etc., complete | 436 | m3 | 4,000 ₹17,44,000 | 3,000 ₹13,08,000 | 2,609 ₹11,37,524 Lowest | 6,000 ₹26,16,000 | 5,000 ₹21,80,000 |
| 10.00 | 30.18 Grouting the revetment not less than 15 cm deep with cement concrete 1:5:10 (one cement , five sand , and ten graded stone
aggregate of 12.50 mm size) and pointing the same with cement mortar 1:5 (one cement and five sand) to give an even and smooth
surface) | 1,892 | m2 | 500 ₹9,46,000 | 250 ₹4,73,000 | 309 ₹5,84,628 | 100 ₹1,89,200 Lowest | 350 ₹6,62,200 |
Tender Value
₹59.5 L
EMD Value
₹1.2 L
Closing Date
11 Jul 2024, 3:30 pmClosed
COMMISSIONER, YANAM MUNICIPALITY
YANAM MUNICIPALITY, YANAM
FORMATION WITH SIDE PROTECTION TO THE ROAD BETWEEN FARAMPETA LANKA AND AYYANNA NAGAR GODAVARI SHORE APPROACH ROAD IN FARAMPETA, YANAM
2024_DLA_15977_1
02/DB/YM/etender/2024-25/1
Open Tender
Civil Works
Item Rate
240 days
FARAMPETA
Please refer Tender documents.
3 documents required · 3 mandatory
₹1,050
₹1.2 L
12 Jun 2026
4 Jul 2024
11 Jul 2024
4 Jul 2024
11 Jul 2024
4 Jul 2024
Amount
2.31 Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth upto 30cm measured at a height of 1m above ground level and removal of rubbish upto a distance of 50 m outside the periphery of the area cleared.
4.1A.1 Construction of granular sub-base by providing close graded material, mixing in a mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401of MoRTH specification, 4th Revision - by plant mix method for grading I material.
4.92C Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth 3 wheeld steel roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite Crushable type such as moorum or gravel for screening and gravel for binding to fill up the interstices of coarse aggregate, watering and compacting to the required density - by manual means - Water bound macadam Gr-II with moorum or gravel screening. (As per MoRTH specification, 4th Revision)
30.11 Supplying with gravel for apron and rivetment
2.8.1 Earthwork in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5m, including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50m - all kinds of soil
2.27: Supplying and filling in plinth with river sand under floors, including watering ,ramming consolidating and dressing complete
4.1.10: Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40mm nominal size)
7.1.1 Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1cement : 6 coarse sand : 12 graded stone aggregate 20mm nominal size ) upto plinth level with - cement mortar 1:6 (1 cement : 6 coarse sand)
30.14 Dry stone pitching on slopes to required thickness and profile with hammer dressed garnite stones having no side less than 15 cum for revetment works, preparing surface etc., complete
30.18 Grouting the revetment not less than 15 cm deep with cement concrete 1:5:10 (one cement , five sand , and ten graded stone aggregate of 12.50 mm size) and pointing the same with cement mortar 1:5 (one cement and five sand) to give an even and smooth surface)
19.6.7 Providing and laying non - pressure NP2 class (light duty) R.C.C pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc.complete - 600 mm dia R.C.C. pipe
4.1.3 Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plith level - 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size)
5.9.1 Centering and shuttering including strutting , propping etc and removal of form for - foundations, footings, bases of columns etc for mass concrete
2.27C.1 Supplying and filling with gravel (excluding rock) in layers not exceeding 20cm in depth , breaking clods , watering , rolling each layer with 1/2 tonne roller, or wooden or steel rammers and rolling every 3rd and top-most layer with power roller of minimum 8 tonnes capacity including all leads and lift (Payment will be made based on level measurement)
M V V SATYANARAYANA
Gali Veerabhadra Rao
sekhar
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