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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 CrAdmitted-Finance | ₹1.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.8 Cr+₹12.3 L (7.51%)Admitted-Finance | ₹1.8 Cr+₹12.3 L (7.51%) | L2 | Admitted-Finance |
| 3 | Rejected-Technical | - | - | Rejected-Technical Having appropriate category but three class below, hence rejected |
| 4 | Rejected-Technical | - | - | Rejected-Technical Having appropriate category but three class below, hence rejected |
| 5 | Rejected-Technical | - | - | Rejected-Technical Having appropriate category but three class below, hence rejected |
| Sl No | Description | Qty | Unit | M/S Apple constructions L2 | M/S MANGANG RENOVATIONS L1 |
|---|---|---|---|---|---|
| 1.00NOTE (Applicable for all parts/items):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates. | |||||
| 1.01 | SCHEDULE "A" Part - I (BUILDING / STRUCTURES WORK ) Details of pre priced schedule is given in tender documents. | 1 | Lump sum | 1,04,53,450 ₹1,04,53,450 | 87,55,000 ₹87,55,000 Lowest |
| 2.00 | SCHEDULE "A" PART-II (SITE CLEARANCE, LAND DEVELOPMENT AND EARTH WORK ) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 3,95,000 ₹3,95,000 | 3,50,000 ₹3,50,000 Lowest |
| 3.00 | SCHEDULE "A" PART-III (HOT WATER SUPPLY) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 2,98,771 ₹2,98,771 | 2,25,890 ₹2,25,890 Lowest |
| 4.00 | SCHEDULE "A" PART-IV (ROAD/PATH ) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 90,900 ₹90,900 | 45,137 ₹45,137 Lowest |
| 5.00 | SCHEDULE "A" PART-V (EXTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 71,900 ₹71,900 | 42,317.42 ₹42,317.42 Lowest |
| 6.00 | SCHEDULE "A" PART-VI (EXTERNAL ELECTRIC SUPPLY) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 29,600 ₹29,600 Lowest | 33,610 ₹33,610 |
| 7.00 | SCHEDULE "A" PART-VII (SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 1,85,500 ₹1,85,500 | 1,81,000 ₹1,81,000 Lowest |
| 8.00 | SCHEDULE "A" PART-VIII (AREA DRAINAGE) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 4,33,200 ₹4,33,200 | 3,50,899 ₹3,50,899 Lowest |
| 9.00 | SCHEDULE "A" PART-IX (COMPOUND WALL/CHAIN LINK FENCING & GATE) Details of prepriced Schedule is given in tender documents | 1 | Lump sum | 28,97,000 ₹28,97,000 Lowest | 30,36,742 ₹30,36,742 |
Tender Value
₹1.3 Cr
EMD Value
₹2.0 L
Closing Date
12 Mar 2026, 6:55 pmClosed
COL AMIT CHAUBEY
HQ 137 Wks Engr PIN 914137 c/o 99 APO
PROVISION OF OTM ACCN AT LEIMAKHONG MIL STN
2026_MES_750366_1
8118/E8
Open Tender
Civil Works
Lump-sum
365 days
LEIMAKHONG
As per tender documents
6 documents required · 6 mandatory
₹1,000
GE 869 EWS
₹2.0 L
Yes
15 Apr 2026
29 Jan 2026
19 Mar 2026
29 Jan 2026
12 Mar 2026
26 Feb 2026
NOTE (Applicable for all parts/items):- The bidders/contractors are advised to read tender document, all drawings & all corrigendum/ amendments and General conditions of contracts before entry/quoting the rates.
SCHEDULE "A" Part - I (BUILDING / STRUCTURES WORK ) Details of pre priced schedule is given in tender documents.
SCHEDULE "A" PART-II (SITE CLEARANCE, LAND DEVELOPMENT AND EARTH WORK ) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-III (HOT WATER SUPPLY) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-IV (ROAD/PATH ) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-V (EXTERNAL WATER SUPPLY) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-VI (EXTERNAL ELECTRIC SUPPLY) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-VII (SEWAGE DISPOSAL) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-VIII (AREA DRAINAGE) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-IX (COMPOUND WALL/CHAIN LINK FENCING & GATE) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-X (INTERNAL ELECTRIC SUPPLY) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART-XI (INTERNAL WATER SUUPLY) Details of prepriced Schedule is given in tender documents
SCHEDULE "A" PART -XII (MISCELLANEOUS ITEMS) Note:- This schedule is not pre-priced by MES and the pre-priced rate indicated as "Rs 0.00" under Col.' 5 ' signifies this fact only.
M & L for Soakage Well of size 2.40m dia and 3.00m effective depth including excavation in any type of soil, Foundation in PCC 1:3:6, type C2 with Honeycombed Masonry Walls with top ring in M25 Grade Design Mix Concrete including Intercepting Chamber and Screen Chamber made of Brick Masonry in Cement Mortar 1:6, RCC Cover Slab in M25 Grade Design Mix Concrete / SFRC Cover interconnecting pipes of RCC/DWC complete filled with brick bats with all ancillaries, fittings, fixtures complete all as specified and as shown on drawings No. CESZ/2020/STD/02 sheet 1/2 & sheet 2/2 and as directed.
M & L for RCC Hume Pipe Septic Tank of 50 Users Capacity designed to carry Sewage and Sullage Water including excavation in any type of Soil, PCC 1:4:8, type D2 below Foundation, RCC M-30 Design mix in walls, base slab, baffle walls and roof slab including beams etc. Vent Shaft, manhole with cover and connection etc. complete all as specified as shown on drawings No. TD/SZ/502 sheet 1/1 and as directed.
S & F Concertina Coil Fencing with Punched Tape Concertina Coil made from High Tensile Spring Steel, High Carbon Wire conforming to IS – 4454 [Part – 1], of Grade –SM duly Hot Dipped Galvanised, 600mm dia, 10 Metre openable length, with Galvanised coating and Punched Tape material as per IS – 513, having 50 Nos Rounds per 6 Metre length [before stretching], having medium barbs [Barb length 24±1mm, Pitch between two barbs 35±1mm], Spring Core Wire [2.5 mm thick] of high tensile strength of 165 Kg / Sq.mm with tape [0.52mm thick] and weight 43.478 Grams / Metre and fixing to “Y” or Trapezoidal shaped angle iron brackets placed at 2.40m to 3.00m apart and with 6/9 horizontal RBT [Reinforced Barbed Tape] Wire, Stud tied with GI Staples and GI Clips to retain horizontal, including necessary bolts and coating with Px Compound [Anti Rust] complete all as specified and as directed. Note: Horizontal barbed wire & angle iron supports shall be measured and paid separately under relevant items of Schedule "A". Measurement shall be made for stretched length.
Supply and fixing MS wheel of size 100mm and 10mm thick with ball bearing encase within solid circular inner core greased complete all as specified and as directed.
Supply and fixing GI bracket of 40 mm bore, light grade, 1.20 metre long, 120-130 degree with MS clamp made out of 25x3 mm flat iron, bent to shape and fixed on wall with 02 Nos metal fashener, 10 mm size including drilling hole as required suitable for building security light fitting complete all as specified and as directed.
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