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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹11.7 CrAccepted-AOC | ₹11.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹13.4 Cr+₹1.7 Cr (14.7%)Rejected-AOC | ₹13.4 Cr+₹1.7 Cr (14.7%) | L2 | Rejected-AOC L2 |
| 3 | L2₹13.4 Cr+₹1.7 Cr (14.7%)Rejected-AOC | ₹13.4 Cr+₹1.7 Cr (14.7%) | L2 | Rejected-AOC L2 |
| 4 | Rejected-Technical | - | - | Rejected-Technical Technically Not Responsive |
| 5 | Not Admitted-Fee/PreQual/Technical/Finance | - | - | Not Admitted-Fee/PreQual/Technical/Finance Not qualified for AOC |
| Sl No | Description | Qty | Unit | M/s North East Engineering and Construction Agency L1 | Ms Gepong L3 | ms mepung enterprises L3 | M/s N.E Agency L2 |
|---|---|---|---|---|---|---|---|
| 1.01 | SH: FORMATION CUTTING
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) | 2,57,203.2 | Cum | 89 ₹2,28,91,084.8 Lowest | 120 ₹3,08,64,384 | 120 ₹3,08,64,384 | 96 ₹2,46,91,507.2 |
| 1.02 | Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including utting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 64,300.8 | Cum | 113 ₹72,65,990.4 Lowest | 153.87 ₹98,93,964.1 | 153.87 ₹98,93,964.1 | 114 ₹73,30,291.2 |
| 1.03 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) A Mechanised | 21,764.25 | Cum | 571 ₹1,24,27,386.75 | 740 ₹1,61,05,545 | 740 ₹1,61,05,545 | 540.2 ₹1,17,57,047.85 Lowest |
| 1.04 | SH: Sub-Base coarse-GSB
Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Constructionof granular sub-base by providing close graded Material, mixing in a mechanical mixplantat MC,carriageofmixed Material towork site, spreading inuniform layers with motor grader on epared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )i for grading- I Material | 9,909.9 | cum | 1,525 ₹1,51,12,597.5 Lowest | 2,000 ₹1,98,19,800 | 2,000 ₹1,98,19,800 | 1,800 ₹1,78,37,820 |
| 1.05 | SH: WBM-I
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density). By Manual Means
Using Screening Type-A (13.2mm Agg.) | 6,749.82 | Cum | 2,405 ₹1,62,33,317.1 Lowest | 2,500 ₹1,68,74,550 | 2,500 ₹1,68,74,550 | 2,500 ₹1,68,74,550 |
| 1.06 | SH: Box Culvert 2x2 Mtr
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Manual Means Depth upto 3 m | 807.08 | cum | 197 ₹1,58,994.76 Lowest | 200 ₹1,61,416 | 200 ₹1,61,416 | 200 ₹1,61,416 |
| 1.07 | Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification. | 71.6 | cum | 2,452 ₹1,75,563.2 | 2,500 ₹1,79,000 | 2,500 ₹1,79,000 | 2,400 ₹1,71,840 Lowest |
| 1.08 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | 33.52 | cum | 6,388 ₹2,14,125.76 Lowest | 7,500 ₹2,51,400 | 7,500 ₹2,51,400 | 7,500 ₹2,51,400 |
| 1.09 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 | 177.24 | cum | 8,012 ₹14,20,046.88 Lowest | 9,000 ₹15,95,160 | 9,000 ₹15,95,160 | 9,000 ₹15,95,160 |
| 1.10 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 , Using Concrete Mixer, Height upto 5m | 21 | cum | 9,121 ₹1,91,541 Lowest | 10,000 ₹2,10,000 | 10,000 ₹2,10,000 | 10,000 ₹2,10,000 |
Tender Value
Refer Docs
EMD Value
₹14.9 L
Closing Date
26 Mar 2026, 4:00 pmClosed
EXECUTIVE ENGINEER
O/o Executive Engineer, Sagalee Division, PWD, AP, Sagalee
C/o approach road 10 kms from Sangri village Ompuli to Mepsoro village via Mengio Yarlo Pededi under Toru circle sh- FC, Soiling, Metaling, 10 nos of Culverts and One no 15 Mtr bridge.
2026_PWDAP_3277_1
SLD/TSD/BE/2025-26/18
Open Tender
Civil Works
Item Rate
730 days
TORU
Please refer Tender documents.
4 documents required · 4 mandatory
₹10,000
EE SAGALEE DIVISION, PWD, AP, SAGALEE
₹14.9 L
O/o Executive Engineer, Sagalee Division, PWD
6 Jul 2026
21 Mar 2026
27 Mar 2026
21 Mar 2026
26 Mar 2026
21 Mar 2026
23 Mar 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | SH: FORMATION CUTTING
Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with disposal upto 1000 metres. (Excavation for roadwork in soil with hydraulic excavator of0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m) | - | Cum | - | - |
| 1.02 | Excavation in Ordinary Rockusing Hydraulic ExcavatorCK-90 and Tippers with disposal upto 1000 metres. (Excavation for roadway in ordinary rock with hydraulic excavator of 0.9 cum bucket capacity including utting and loading in tippers, transporting to embankment site within all lifts and lead upto 1000 m, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) | 64,300.8 | Cum | - | - |
| 1.03 | Excavation in Hard Rock (blasting prohibited) (Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal within all lifts and lead upto 1000 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross sections.) A Mechanised | 21,764.25 | Cum | - | - |
| 1.04 | SH: Sub-Base coarse-GSB
Granular Sub-base with Close Graded Material (Table:- 400-1) Plant Mix Method (Constructionof granular sub-base by providing close graded Material, mixing in a mechanical mixplantat MC,carriageofmixed Material towork site, spreading inuniform layers with motor grader on epared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 )i for grading- I Material | - | cum | - | - |
| 1.05 | SH: WBM-I
Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density). By Manual Means
Using Screening Type-A (13.2mm Agg.) | - | Cum | - | - |
| 1.06 | SH: Box Culvert 2x2 Mtr
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material Manual Means Depth upto 3 m | - | cum | - | - |
| 1.07 | Providing and laying boulders Solling for bed for protection against scour with stone boulders weighing not less than 05kg each complete as per drawing and Technical specification. | - | cum | - | - |
| 1.08 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. | - | cum | - | - |
| 1.09 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M20 | - | cum | - | - |
| 1.1 | Furnishing and Placing Reinforced/ Prestressed cement concrete in super-structure as per drawing and Technical Specification RCC Grade M20 , Using Concrete Mixer, Height upto 5m | - | cum | - | - |
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