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Tender ID
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹17.0 LAccepted-AOC | L1 | Accepted-AOC THE LOWEST TENDERER | |
| 2 | L2₹17.6 L+₹62,696 (3.69%)Rejected-Finance | L2 | Rejected-Finance NOT THE LOWEST TENDERER. | |
| 3 | L3₹18.1 L+₹1.1 L (6.50%)Rejected-Finance | L3 | Rejected-Finance NOT THE LOWEST TENDERER. | |
| 4 | L4₹18.1 L+₹1.1 L (6.67%)Rejected-Finance | L4 | Rejected-Finance NOT THE LOWEST TENDERER. | |
| 5 | L5₹18.2 L+₹1.2 L (7.34%)Rejected-Finance NO 98 1 1C YOJANANAGAR LOHEGAON WAGOLI ROAD NEAR SIVBHA DARBAR HOTEL LOHEGAON PUNE 411047 | PUNE | PUNE | MAHARASHTRA | 411047 | L5 | Rejected-Finance NOT THE LOWEST TENDERER. |
| Sl No | Description | Qty | Unit | S.R.M.K Enterprises L5 | M/S J J ENTERPRISES L4 | A B S ENTERPRISES L3 | S V CONSTRUCTION L1 | M/S FJ ENTERPRISES L6 | M/S SANDEEP CONSTRUCTION COMPANY L2 |
|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5mtr, in any type of soil complete all as specified and directed. | 9.2 | Cum | 250 ₹2,300 Lowest | 450 ₹4,140 | 500 ₹4,600 | 250 ₹2,300 Lowest | 600 ₹5,520 | 1,000 ₹9,200 |
| 2.00 | Material and Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed. | 24 | Cum | 5,200 ₹1,24,800 | 4,500 ₹1,08,000 | 1,250 ₹30,000 Lowest | 5,000 ₹1,20,000 | 6,900 ₹1,65,600 | 4,000 ₹96,000 |
| 3.00 | Material and Labour for old size Brick work with fly ash bricks ,straight or curved on plan exc 6mtr mean radius built in CM 1:6 Complete all as Specified and directed. | 44 | cum | 9,000 ₹3,96,000 | 5,820 ₹2,56,080 | 2,300 ₹1,01,200 Lowest | 6,000 ₹2,64,000 | 8,500 ₹3,74,000 | 6,000 ₹2,64,000 |
| 4.00 | Material and Labour for Pre-Cast RCC 1:2:4 nominal mix, type B1 using (20mm graded stone aggregate) as in cover slabs set in cement mortar 1:6 including necessary formwork complete all as specified and directed.
Note :Reinforcement shall be measured and paid separately . | 20 | Cum | 9,000 ₹1,80,000 | 5,800 ₹1,16,000 | 3,500 ₹70,000 Lowest | 8,500 ₹1,70,000 | 7,500 ₹1,50,000 | 4,000 ₹80,000 |
| 5.00 | S&F Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for coln hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed. | 1,500 | Kg | 130 ₹1,95,000 | 135 ₹2,02,500 | 150 ₹2,25,000 | 120 ₹1,80,000 | 120 ₹1,80,000 | 90 ₹1,35,000 Lowest |
| 6.00 | Material and Labour for 15 mm thick plastering on fair faces of brickwork, or concrete surface in CM 1:4 with finishing the surface even and smooth (without using extra cement) complete all as specified and directed. | 275 | Sqm | 350 ₹96,250 | 350 ₹96,250 | 1,500 ₹4,12,500 | 200 ₹55,000 Lowest | 400 ₹1,10,000 | 250 ₹68,750 |
| 7.00 | Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 mtr in any type of soil, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr complete all as specified and directed. | 20 | Cum | 250 ₹5,000 Lowest | 2,500 ₹50,000 | 1,500 ₹30,000 | 1,500 ₹30,000 | 550 ₹11,000 | 1,200 ₹24,000 |
| 8.00 | Material and Labour for PCC 1:3:6, type C2 (40mm graded stone aggregate) Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed. | 50 | RM | 150 ₹7,500 | 850 ₹42,500 | 1,250 ₹62,500 | 200 ₹10,000 | 550 ₹27,500 | 105 ₹5,250 Lowest |
| 9.00 | Material and Labour for 200mm dia precast RCC pipes, class NP3, laid and jointed in cement mortar complete with collars complete all as specified and directed. | 50 | RM | 600 ₹30,000 | 755 ₹37,750 | 1,600 ₹80,000 | 450 ₹22,500 Lowest | 900 ₹45,000 | 500 ₹25,000 |
| 10.00 | Material and Labour for 300mm thick Sand filling for filteration purpose in soakage well over and including 300 mm thick loose filling aggregate of gauge size 40 mm to 80 mm spread and levelled with broken stone over and including 300 mm thick loose gravel filling aggregate of gauge size 8mm to 10mm spread and levelled with broken stone complete all as specified and directed. | 8 | Cum | 2,000 ₹16,000 | 2,450 ₹19,600 | 1,200 ₹9,600 Lowest | 4,500 ₹36,000 | 2,200 ₹17,600 | 20,000 ₹1,60,000 |
Tender Value
Refer Docs
EMD Value
₹36,300
Closing Date
19 Jan 2026, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
GE MH AND RH KHADKI
Military Engineer Services Garrison Engineer MH and Range Hills Range Hills Road Khadki, Pune 411003
PROVN OF RAIN WATER HARVESTING WORK AT KLP HQ 41 ARTY DIV AT WADGAON SHERI UNDER ARTIFICIAL RECHARGE STRUCTURES FOR RAIN WATER HARVESTING UNDER JAL SHAKTI ABHIYAN AND PROVN OF ARTIFICIAL RECHARGE STRUCTURE FOR RAIN WATER HARVESTING UNDER JAL SHAKTI A
2025_MES_746291_1
8821/E8
Open Tender
Civil Works
Item Rate
180 days
GE MH AND RH KHADKI
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹500
GE MH AND RH KHADKI
₹36,300
20 Feb 2026
27 Dec 2025
21 Jan 2026
27 Dec 2025
19 Jan 2026
12 Jan 2026
27 Dec 2025 - 19 Jan 2026
Earth work in excavation by mechanical means (Hydraulic excavator) over areas (exceeding 30 cm in depth,1.5 mtr in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 mtr and lift upto 1.5mtr, in any type of soil complete all as specified and directed.
Material and Labour for PCC (1:4:8) type D2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and as directed.
Material and Labour for old size Brick work with fly ash bricks ,straight or curved on plan exc 6mtr mean radius built in CM 1:6 Complete all as Specified and directed.
Material and Labour for Pre-Cast RCC 1:2:4 nominal mix, type B1 using (20mm graded stone aggregate) as in cover slabs set in cement mortar 1:6 including necessary formwork complete all as specified and directed. Note :Reinforcement shall be measured and paid separately .
S&F Mild steel TMT bars 10mm dia and over cut to length bent to shape required including cranking bending spirally for hooping for coln hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips complete all as specified and directed.
Material and Labour for 15 mm thick plastering on fair faces of brickwork, or concrete surface in CM 1:4 with finishing the surface even and smooth (without using extra cement) complete all as specified and directed.
Earth work in excavation by mechanical means (Hydraulic excavator)/ in foundation trenches or drains (not exceeding 1.5 mtr in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 mtr in any type of soil, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 mtr complete all as specified and directed.
Material and Labour for PCC 1:3:6, type C2 (40mm graded stone aggregate) Concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested complete all as specified and directed.
Material and Labour for 200mm dia precast RCC pipes, class NP3, laid and jointed in cement mortar complete with collars complete all as specified and directed.
Material and Labour for 300mm thick Sand filling for filteration purpose in soakage well over and including 300 mm thick loose filling aggregate of gauge size 40 mm to 80 mm spread and levelled with broken stone over and including 300 mm thick loose gravel filling aggregate of gauge size 8mm to 10mm spread and levelled with broken stone complete all as specified and directed.
Material and Labour for 250 mm dia bore below ground level in any kind of soil strata including breaking of hard stone/boulder etc complete all as specified and directed.
Material and Labour for PVC slotted pipe of 150 mm dia 6 mm to 7 mm wall thickness with slot size 3mm x 50mm long @ 100mm equal distance or as requires including filling all around with 6 mm nominal size stone aggregate complete all as specified and directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm in soil complete all as specified and directed.
Removal of surplus soil to a distance exc 250 mtr but but n.exc 500 mtr and depositing where directed complete all as specified and directed.
Excavating in trenches n.exc 1.5 mtr wide and n.exc 1.5 mtr in depth for foundation etc n.exc 10sqm on plan and n.exc 1.5 m deep and getting out in any type of soil complete all as specified and as directed
Material and Labour for Pre cast cement concrete block masonry1:3:6, type C1 (using 20mm graded stone aggregate) with solid blocks in CM 1:6, exc 10 cm in width and setting in mortar complete all as specified and as directed
Material and Labour for providing cement concrete 1:3:6 type C1, (using 20mm graded stone aggregate) as in coping, cills, string courses, apex stone,bed plates,kerbs and the like incl rounded or chamfered on edges (including necessery form work straight or curved) complete all as specified and directed.
Material and Labour for PCC 1:2:4, type B-1 (using 20 mm graded stone aggregate) as in surface channels and drains complete all as specified and directed.
Removing excavated material n exc. 50 mtr and depositing where directed at a level n exc. 1.5 mtr above the starting point complete all as specified and directed.
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