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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹3.1 LAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹3.1 L+₹262 (0.08%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹3.5 L+₹39,840 (12.9%)Admitted-Finance | L3 | Admitted-Finance |
| Sl No | Description | Qty | Unit | MH CONSTRUCTION COMPANY L3 | DANISH GHANI L1 | FAYAZ AHMED MANHAS L2 |
|---|---|---|---|---|---|---|
| 1.00 | Earth excavation for foundation in all kinds of soil including dressing of bed and disposal of excavated material up to 50m lead complete
Excav width=(1+0.30+0.30)=1.60m
Depth=0.6m, Length=30.0m
1.60×0.6×30.0 | 28.8 | M3 | 200 ₹5,760 Lowest | 250 ₹7,200 | 500 ₹14,400 |
| 2.00 | PCC 1:4:8 with 40mm HBG aggregate for levelling course below foundation incl. mixing, laying, compacting and curing complete
Width=1.00m, t=0.15m, L=30.0m
1.00×0.15×30.0 | 4.5 | M3 | 4,500 ₹20,250 Lowest | 4,800 ₹21,600 | 5,300 ₹23,850 |
| 3.00 | Random Rubble Masonry (RRM) in CM 1:6 for retaining wall body incl. all labour, materials, scaffolding, curing and finishing complete
Trapezoidal section
Area=0.5×(0.46+1.05)×2.14=1.616m²
1.616×30.0 | 48.5 | M3 | 2,350 ₹1,13,975 Lowest | 4,200 ₹2,03,700 | 3,500 ₹1,69,750 |
| 4.00 | Flush pointing in CM 1:3 on exposed face of RRM wall incl. raking of joints, cleaning and curing complete
Exposed face ht=1.52m, L=30.0m
1.52×30.0 | 45.6 | M2 | 500 ₹22,800 | 200 ₹9,120 Lowest | 800 ₹36,480 |
| 5.00 | PCC 1:4:8 toe block 150mm thick × 150mm wide at front of foundation base complete
0.15m×0.15m×30.0m x 2 sides
(depth × width × length)
0.15×0.15×30.0x both sides | 1.35 | M3 | 1,500 ₹2,025 Lowest | 5,000 ₹6,750 | 5,200 ₹7,020 |
| 6.00 | 100mm dia PVC pipe (IS 4985) weep holes with dry rubble filter pack 300×300×150mm, in two staggered rows @ 1.5m c/c complete
2 staggered rows @ 1.5m c/c
30.0/1.5=20 per row × 2 rows
20×2 | 40 | NO | 1,000 ₹40,000 | 700 ₹28,000 | 200 ₹8,000 Lowest |
| 7.00 | Dressed stone coping 300mm wide × 150mm thick in CM 1:3 with outward drainage slope, flush pointing and curing complete
Full wall length | 30 | M | 1,800 ₹54,000 | 500 ₹15,000 Lowest | 500 ₹15,000 Lowest |
| 8.00 | Backfilling with approved granular material behind retaining wall in layers ≤150mm, compacted by hand / plate compactor complete
≈ Triangular retained zone
=0.5×0.45m×1.83m×30.0m
0.5×0.45×1.83×30 | 12.4 | M3 | 5,000 ₹62,000 | 250 ₹3,100 | 180 ₹2,232 Lowest |
| 9.00 | Dismantling existing chain link fencing (GI pipe posts, top/bottom rails and chain link mesh) carefully without damage, numbering, stacking and storing at site for reuse — All labour, tools, binding wire cutting, post extraction from ground/coping and making good complete | 30 | M | 50 ₹1,500 Lowest | 200 ₹6,000 | 100 ₹3,000 |
| 10.00 | Reinstalling existing chain link fencing (salvaged posts, rails and mesh) on top of completed RRM retaining wall — posts set in drilled holes in stone coping and grouted with CC 1:2:4, rails fixed with GI clamps, mesh stretched taut and tied with GI binding wire @ 300mm c/c, all labour, materials for grouting, clamps and binding wire complete | 30 | M | 900 ₹27,000 | 300 ₹9,000 Lowest | 1,000 ₹30,000 |
Tender Value
₹4.0 L
EMD Value
₹7,960
Closing Date
29 Jul 2026, 12:00 pmClosed
EXECUTIVEV ENGINEER M AND H DIVISION DODA
KHELLANI
Renovation to the Retaining wall Boundary wall in Random Rubble Masonry approx 30 mtr long in the premises of Divisional Office Khellani
2026_PWDJK_314952_1
MHDD/TS/2026-27/16
Open Tender
Civil Works - Others
Turn-key
30 days
KHELLANI
AS PER SBD
2 documents required · 2 mandatory
₹500
EXECUTIVEV ENGINEER M AND H DIVISION DODA
₹7,960
3 Aug 2026
7 Jul 2026
29 Jul 2026
7 Jul 2026
29 Jul 2026
7 Jul 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Earth excavation for foundation in all kinds of soil including dressing of bed and disposal of excavated material up to 50m lead complete
Excav width=(1+0.30+0.30)=1.60m
Depth=0.6m, Length=30.0m
1.60×0.6×30.0 | 28.8 | M3 | 100 | ₹2,880 |
| 2 | PCC 1:4:8 with 40mm HBG aggregate for levelling course below foundation incl. mixing, laying, compacting and curing complete
Width=1.00m, t=0.15m, L=30.0m
1.00×0.15×30.0 | 4.5 | M3 | 100 | ₹450 |
| 3 | Random Rubble Masonry (RRM) in CM 1:6 for retaining wall body incl. all labour, materials, scaffolding, curing and finishing complete
Trapezoidal section
Area=0.5×(0.46+1.05)×2.14=1.616m²
1.616×30.0 | 48.5 | M3 | 100 | ₹4,850 |
| 4 | Flush pointing in CM 1:3 on exposed face of RRM wall incl. raking of joints, cleaning and curing complete
Exposed face ht=1.52m, L=30.0m
1.52×30.0 | 45.6 | M2 | 100 | ₹4,560 |
| 5 | PCC 1:4:8 toe block 150mm thick × 150mm wide at front of foundation base complete
0.15m×0.15m×30.0m x 2 sides
(depth × width × length)
0.15×0.15×30.0x both sides | 1.35 | M3 | 100 | ₹135 |
| 6 | 100mm dia PVC pipe (IS 4985) weep holes with dry rubble filter pack 300×300×150mm, in two staggered rows @ 1.5m c/c complete
2 staggered rows @ 1.5m c/c
30.0/1.5=20 per row × 2 rows
20×2 | 40 | NO | 100 | ₹4,000 |
| 7 | Dressed stone coping 300mm wide × 150mm thick in CM 1:3 with outward drainage slope, flush pointing and curing complete
Full wall length | 30 | M | 100 | ₹3,000 |
| 8 | Backfilling with approved granular material behind retaining wall in layers ≤150mm, compacted by hand / plate compactor complete
≈ Triangular retained zone
=0.5×0.45m×1.83m×30.0m
0.5×0.45×1.83×30 | 12.4 | M3 | 100 | ₹1,240 |
| 9 | Dismantling existing chain link fencing (GI pipe posts, top/bottom rails and chain link mesh) carefully without damage, numbering, stacking and storing at site for reuse — All labour, tools, binding wire cutting, post extraction from ground/coping and making good complete | 30 | M | 100 | ₹3,000 |
| 10 | Reinstalling existing chain link fencing (salvaged posts, rails and mesh) on top of completed RRM retaining wall — posts set in drilled holes in stone coping and grouted with CC 1:2:4, rails fixed with GI clamps, mesh stretched taut and tied with GI binding wire @ 300mm c/c, all labour, materials for grouting, clamps and binding wire complete | 30 | M | 100 | ₹3,000 |
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