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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.1 LAdmitted-Finance | ₹4.1 L | L1 | Admitted-Finance |
| 2 | L2₹4.2 L+₹3,320.85 (0.80%)Admitted-Finance | ₹4.2 L+₹3,320.85 (0.80%) | L2 | Admitted-Finance |
| 3 | L3₹4.2 L+₹6,641.70 (1.60%)Admitted-Finance | ₹4.2 L+₹6,641.70 (1.60%) | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MD SHAHADAT L2 | M/S R T Traders L3 | ABDUL KADIR ENTERPRISE L1 |
|---|---|---|---|---|---|---|
| 1.01 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete - | 78.95 | Sqm | 210 ₹16,579.5 | 220 ₹17,369 | 200 ₹15,790 Lowest |
| 1.02 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | 81.95 | Sqm | 1,080 ₹88,506 | 1,090 ₹89,325.5 | 1,070 ₹87,686.5 Lowest |
| 1.03 | M&L White washing with distemper to give on even shade old work (two or more coats on the inside wall of the building | 97.56 | Sqm | 300 ₹29,268 | 310 ₹30,243.6 | 290 ₹28,292.4 Lowest |
| 1.04 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (Road DRAIN type) | 8.45 | Cum | 7,565 ₹63,924.25 | 7,570 ₹63,966.5 | 7,560 ₹63,882 Lowest |
| 1.05 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 40 mm nominal size
derived from natural sources). (for all 3 sides of PLINTH DRAIN). (for bottom of PLINTH DRAIN) | 2.15 | Cum | 28,100 ₹60,415 | 28,200 ₹60,630 | 28,000 ₹60,200 Lowest |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) ( for two sides of wall of ROAD DRAIN TYPE) . | 2.29 | Cum | 26,100 ₹59,769 | 26,200 ₹59,998 | 26,000 ₹59,540 Lowest |
| 1.07 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size
derived from natural sources) - INVERTED/TOP LINING/ COPING P.C.C | 0.75 | Cum | 24,560 ₹18,420 | 24,570 ₹18,427.5 | 24,550 ₹18,412.5 Lowest |
| 1.08 | M&L for 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand) complete.(INTERNAL PLASTERING FOR ALL 3 SIDES) | 15.25 | Sqm | 1,410 ₹21,502.5 | 1,420 ₹21,655 | 1,400 ₹21,350 Lowest |
| 1.09 | Supply and fixing of 11KV Gang operated Air Break switch 400A confirming to IS:2544-1976, IS:9921. (polymer type) | 1 | Set | 35,560 ₹35,560 | 35,570 ₹35,570 | 35,550 ₹35,550 Lowest |
| 1.10 | supply and fixing 11 KV fuse unit with arching horn 400 A conforming to 9285 (part 2)-1980 ammended up to date.(polymer type) | 1 | Set | 16,560 ₹16,560 | 16,570 ₹16,570 | 16,550 ₹16,550 Lowest |
Tender Value
₹4.2 L
EMD Value
₹8,320
Closing Date
24 Aug 2026, 10:30 amClosed
DIG 23 Sect AR
DIG 23 Sect AR, Khatla, Aizawl, Mizoram -796001
Term contract for artificers work in Kote and Store Bldg at 23 Sect HQ Khatla
2026_ARMHA_921311_1
8023/S/19/E8/2026
Open Tender
Civil Works
Item Rate
120 days
Khatla Aizawl
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
DIG 23 Sect AR
₹8,320
7 Sept 2026
10 Aug 2026
25 Aug 2026
10 Aug 2026
24 Aug 2026
10 Aug 2026
10 Aug 2026 - 13 Aug 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1.01 | Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. Complete - | 78.95 | Sqm | - | - |
| 1.02 | Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete. | 81.95 | Sqm | - | - |
| 1.03 | M&L White washing with distemper to give on even shade old work (two or more coats on the inside wall of the building | 97.56 | Sqm | - | - |
| 1.04 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. (Road DRAIN type) | 8.45 | Cum | - | - |
| 1.05 | 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural
sources : 6 graded stone aggregate 40 mm nominal size
derived from natural sources). (for all 3 sides of PLINTH DRAIN). (for bottom of PLINTH DRAIN) | 2.15 | Cum | - | - |
| 1.06 | Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand) ( for two sides of wall of ROAD DRAIN TYPE) . | 2.29 | Cum | - | - |
| 1.07 | 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural
sources : 4 graded stone aggregate 20 mm nominal size
derived from natural sources) - INVERTED/TOP LINING/ COPING P.C.C | 0.75 | Cum | - | - |
| 1.08 | M&L for 12 mm cement plaster finished with a floating coat of neat cement of mix 1:4 (1 cement: 4 fine sand) complete.(INTERNAL PLASTERING FOR ALL 3 SIDES) | 15.25 | Sqm | - | - |
| 1.09 | Supply and fixing of 11KV Gang operated Air Break switch 400A confirming to IS:2544-1976, IS:9921. (polymer type) | 1 | Set | - | - |
| 1.1 | supply and fixing 11 KV fuse unit with arching horn 400 A conforming to 9285 (part 2)-1980 ammended up to date.(polymer type) | 1 | Set | - | - |
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