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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.2 CrAdmitted-Finance | L1 | Admitted-Finance | |
| 2 | L2₹4.6 Cr+₹42.1 L (10.1%)Admitted-Finance | L2 | Admitted-Finance | |
| 3 | L3₹4.7 Cr+₹47.6 L (11.4%)Admitted-Finance MAIN BAZAR SURANKOTE DISTT POONCH 185121 J K | SURANKOTE | POONCH | J K | 185121 | L3 | Admitted-Finance | |
| 4 | L4₹5.2 Cr+₹1.0 Cr (24.4%)Admitted-Finance H NO 164 WARD NO 6 KARAN NAGAR UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L4 | Admitted-Finance | |
| 5 | L5₹5.7 Cr+₹1.5 Cr (37.0%)Admitted-Finance C O APERNA TRADERS COURT ROAD UDHAMPUR 182101 J K | UDHAMPUR | UDHAMPUR | JAMMU AND KASHMIR | 182101 | L5 | Admitted-Finance |
| Sl No | Description | Qty | Unit | M/S KEWAL KRISHAN SANJEEV KUMAR VAID L1 | M/S KIRAN CONSTRUCTIONS L3 | AMAAN ENGINEERS L2 | KAMLA CONSTRUCTION COMPANY L5 | M/S STANZIN NOBROO L6 | M/s Ex Servicemen B.S Security Agency L4 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | M&L for Construction of RCC Septic tank for 25 Users designed to carry sewage and sullage water, excavation in hard/dense soil, PCC 1:4:8 type D-2 in foundation using 40mm graded stone aggregates, RCC M-30 Design Mix in Walls, Base Slab, baffle walls and roof slab including beam etc with vent shaft, manhole opening with cover connection, including intercepting chamber screen chamber etc, complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD/ST-3009) Sheet 1/4 to 4/4. | 9 | EACH | 7,80,000 ₹70,20,000 Lowest | 9,00,000 ₹81,00,000 | 9,50,000 ₹85,50,000 | 10,35,000 ₹93,15,000 | 11,50,000 ₹1,03,50,000 | 10,40,000 ₹93,60,000 |
| 2.00 | M&L for Construction of RCC Septic tank for 50 Users designed to carry sewage and sullage water, excavation in hard/dense soil, PCC 1:4:8 type D-2 in foundation using 40mm graded stone aggregates, RCC M-30 Design Mix in Walls, Base slab, baffle walls and roof slab including beam etc with Vent shaft, manhole opening with cover connection, including intercepting chamber screen chamber etc, complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD/ST-3009) Sheet 1/4 to 4/4. | 12 | EACH | 9,75,000 ₹1,17,00,000 Lowest | 12,00,000 ₹1,44,00,000 | 11,50,000 ₹1,38,00,000 | 14,75,000 ₹1,77,00,000 | 15,00,000 ₹1,80,00,000 | 13,21,500 ₹1,58,58,000 |
| 3.00 | M&L for Construction of RCC Septic tank for 100 Users designed to carry sewage and sullage water, excavation in hard/dense soil, PCC 1:4:8 type D-2 in foundation using 40mm graded stone aggragates, RCC M-30 Design Mix in Walls, Base Slab, Baffle walls and Roof Slab including beam etc with Vent shaft, manhole opening with cover connection, including intercepting chamber screen chamber etc, complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD/ST-3009) Sheet 1/4 to 4/4. | 9 | EACH | 18,75,000 ₹1,68,75,000 Lowest | 20,00,000 ₹1,80,00,000 | 20,50,000 ₹1,84,50,000 | 28,75,000 ₹2,58,75,000 | 25,00,000 ₹2,25,00,000 | 21,15,000 ₹1,90,35,000 |
| 4.00 | M&L for Construcion of Soakage well of size 3.00 mtr dia and 3.00 mtr deep, excavation in hard / dense soil foundation in PCC 1:3:6 type C-2 using 40mm graded stone aggregates, wall of honey combed masonry with top ring of M-25 concrete, RCC cover slab in M-25/SFRC cover, interconecting pipes of RCC/DWC, RR masonry/ Filling with brick bats complete all as specified in drawing and as directed. (Ref Drg-CELZ/TD-1078/2011) | 23 | EACH | 2,00,000 ₹46,00,000 | 1,85,000 ₹42,55,000 | 1,49,999 ₹34,49,977 | 1,20,000 ₹27,60,000 Lowest | 2,10,000 ₹48,30,000 | 2,00,000 ₹46,00,000 |
| 5.00 | Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-in-charge. | 151.8 | CUM | 200 ₹30,360 | 200 ₹30,360 | 194 ₹29,449.2 | 120 ₹18,216 Lowest | 180 ₹27,324 | 205 ₹31,119 |
| 6.00 | Earth work in excavation for all kind of soil by mechanical means (Hydraulic excavator)/ 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 within a lead of 50 m complete all as specified and as directed. | 651.6 | CUM | 200 ₹1,30,320 | 200 ₹1,30,320 | 292 ₹1,90,267.2 | 120 ₹78,192 Lowest | 250 ₹1,62,900 | 320 ₹2,08,512 |
| 7.00 | M& L for Plain cement concrete type D2 1:4:8 (40 mm graded crushed stone aggregate) as in foundations filling mass concrete complete all as specified and directed. | 10.12 | CUM | 4,000 ₹40,480 | 5,500 ₹55,660 | 5,800 ₹58,696 | 3,600 ₹36,432 Lowest | 5,500 ₹55,660 | 6,770 ₹68,512.4 |
| 8.00 | M & L for Precast cement concrete block masonry with solid blocks in cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed. | 52.67 | CUM | 5,500 ₹2,89,685 Lowest | 8,000 ₹4,21,360 | 8,300 ₹4,37,161 | 7,000 ₹3,68,690 | 8,500 ₹4,47,695 | 10,200 ₹5,37,234 |
| 9.00 | M&L for Rendering 15mm thick cement plaster with cement mortar(1:4) on fair surfaces and finished surface even and smooth without using extra cement incl mixing of liquid water proofing admixture as per manufactures instructions complete fair complete all as specified and as directed.
Note:- WPC shall measured and paid separately | 145.2 | SQM | 230 ₹33,396 | 300 ₹43,560 | 210 ₹30,492 Lowest | 260 ₹37,752 | 350 ₹50,820 | 400 ₹58,080 |
| 10.00 | Supply only liquid water proofing compound all as specified. | 5.39 | LTR | 200 ₹1,078 | 100 ₹539 Lowest | 166 ₹894.74 | 160 ₹862.4 | 350 ₹1,886.5 | 324 ₹1,746.36 |
Tender Value
₹5.6 Cr
EMD Value
₹6.1 L
Closing Date
10 Sept 2026, 6:00 pmClosed
HQ CE LEH ZONE
HQ CE LEH ZONE C/o 56 APO
PROVN OF SEPTIC TANK AND SOAKAGE PIT AT LEH
2026_MES_783092_1
180167/E8
Open Tender
Construction Works
Item Rate
365 days
Leh
Please refer Tender documents.
7 documents required · 7 mandatory
₹3,000
GE 865
₹6.1 L
Yes
15 Oct 2026
6 Aug 2026
12 Sept 2026
7 Aug 2026
10 Sept 2026
3 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | M & L for Construction of RCC Septic tank for 25 Users designed to carry sewage and sullage water by excavation in hard/dense soil, PCC 1:4:8 type D-2 in foundation using 40mm graded stone aggregate, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc,complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD/ST-3009) | 9 | EACH | - | - |
| 2 | M & L for Construction of RCC Septic tank for 50 Users designed to carry sewage and sullage water by excavation in hard/dense soil, PCC 1:4:8 type D-2 in foundation using 40mm graded stone aggregate, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc,complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD/ST-3009) | 12 | EACH | - | - |
| 3 | M & L for Construction of RCC Septic tank for 100 Users designed to carry sewage and sullage water by excavation in hard/dense soil, PCC 1:4:8 type D-2 in foundation using 40mm graded stone aggragate, RCC M-30 Design Mix in Walls , Base Slab , Baffle walls and Roof Slab including beams etc with Vent shaft , manhole openings with cover connection etc.,complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD/ST-3009) | 9 | EACH | - | - |
| 4 | M & L for Construcion of Soakage well of size 3.00 mtr dia and 3.0 mtr deep by excavation in hard/dense soil, foundation in PCC 1:3:6, type C-2 using 40mm graded stone aggregate, well of honey combed and solid in M-25 concrete, including intercepting chamber, screen chamber stone masonry in CM, RCC cover slab in M-25/RR Masonry/Filling with brick bats complete all as specified in drawings and as directed. (Ref Drg-CELZ/TD-1078/2011) | 23 | EACH | - | - |
| 5 | Excavation in Earth work for all kind of soil by mechanical means (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5m, complete all as specified and as directed by Engineer-in-charge. (Ref Drg CELZ/TD-1077/2011) | 151.8 | CUM | - | - |
| 6 | Excavation in Earth work for all kind of soil by mechanical means (Hydraulic excavator)/ 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 within a lead of 50 m complete all as specified and as directed. | 651.6 | CUM | - | - |
| 7 | M& L for Plain cement concrete type D2 1:4:8 (40 mm graded aggregate) as in foundations filling mass concrete complete all as specified and directed. | 10.12 | CUM | - | - |
| 8 | M & L for Precast cement concrete block masonry with solid blocks in cement concrete 1:3:6 type C-1 (using 20 mm graded crushed stone aggregate) exceeding 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed. | 52.67 | CUM | - | - |
| 9 | M&L for Rendering 15mm thick cement plaster with cement mortar(1:4) on fair surfaces and finished surface even and smooth without using extra cement incl mixing of liquid water proofing admixture as per manufactures instructions complete fair complete all as specified and as directed.
Note:- WPC shall measured and paid separately | 145.2 | SQM | - | - |
| 10 | Supply only liquid water proofing compound all as specified. | 5.39 | LTR | - | - |
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