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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance | ₹1.5 Cr | L1 | Accepted-Finance Consistent (Responsive) |
| 2 | L2₹1.5 Cr+₹29,918.34 (0.20%)Accepted-Finance | ₹1.5 Cr+₹29,918.34 (0.20%) | L2 | Accepted-Finance Consistent (Responsive) |
| Sl No | Description | Qty | Unit | M/s N. P. Enterprises L2 | M/s Seden Enterprise L1 |
|---|---|---|---|---|---|
| 1.00A. FORMATION Cutting | |||||
| 2.00 | SH::Jungle Cutting | 0.5 | km | 95,479.86 ₹47,739.93 | 95,479 ₹47,739.5 Lowest |
| 3.00 | SH::Survey and Investigation | 0.5 | km | 48,615 ₹24,307.5 Lowest | 48,615 ₹24,307.5 Lowest |
| 4.00 | SH:: Formation Cutting :- Excavation in Soil by Manual Means. :- Excavation in Hilly Areas in Soil by Manual Means (Excavation in soil in Hilly Area by Manual Means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per drawing and Technical Specification | 2,950.82 | Cum | 318.9 ₹9,41,016.5 | 317 ₹9,35,409.94 Lowest |
| 5.00 | Excavation in Ordinary Rock by Manual Means :- Excavation in Hilly Area in Ordinary Rock by Manual Means (Excavation in Ordinary Rock using Manual Means including loading in a truck and carrying of excavated material to embankment site with a lift upto 1.5 m and lead upto 20 m as per Clause 1603.2.) | 1,609.54 | Cum | 701.03 ₹11,28,332.61 | 701 ₹11,28,287.54 Lowest |
| 6.00 | Excavation in Hard Rock ( blasting prohibited) with disposal upto 1000 metres:- Excavation for roadway in hard rock (Blasting prohibited) with rock breakers i/c Breaking rocks Loading tipper and disposal with all lifts and lead upto1000 metres.) | 804.77 | Cum | 706.86 ₹5,68,861.33 | 706 ₹5,68,167.62 Lowest |
| 7.00 | SH :: CC PAVEMENT:- Construction of CC pavement with preparation of sub-grade, consolidating sub-grade with roller and providing granular sub base with coarse graded materials and then providing 3.75m width pavement on top of GSB layer or as directed by the engineer in-charge | 390 | Mtrs | 9,959 ₹38,84,010 Lowest | 9,959 ₹38,84,010 Lowest |
| 8.00 | B. CROSS DRAINAGE AND PROTECTION WORK:-- SH:: Slab Culvert 1.50 Mtr Span with Height of abutment 2.00 m and width of abutment 6.00 m and thickness of slab 0.18 m as per drawing attached | 2 | Each | 10,18,281 ₹20,36,562 Lowest | 10,18,282 ₹20,36,564 |
| 9.00 | SH:: Retaining Wall of 4.00 m height and other specifications as per the attached drawing. | 62.73 | Mtr | 53,209 ₹33,37,800.57 | 53,200 ₹33,37,236 Lowest |
| 10.00 | SH : CC DRAIN:- Construction of Cement Concrete Drain of Cross-Section Size 0.6m x 0.6m and Thickness 0.2m as per the standard specification or as directed by Engineer in charge. | 390 | Mtr | 7,183 ₹28,01,370 | 7,124 ₹27,78,360 Lowest |
Tender Value
Refer Docs
EMD Value
₹1.5 L
Closing Date
27 Oct 2025, 10:00 amClosed
Executive Engineer
Office Chamber of Executive Engineer, Eastern Division, APHWCL, (PHQ), Itanagar
C/o. C.C Approach Road to Newly Construction SP Office Building at Longding, Arunachal Pradesh
2025_APP_2813_1
APH/EC/EE(EZ)/NIT/2025-26/16
Open Tender
Civil Works
Item Rate
Longding
Please refer Tender documents.
4 documents required · 4 mandatory
₹3,000
Yes
Payable To Executive Engineer
₹1.5 L
Yes
19 Nov 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
27 Oct 2025
17 Oct 2025
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