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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹6.3 LAccepted-AOC 14 CHOTA BHARUWALA DACOTA ROAD CLEMENT TOWN BHARUWALA GRANT DEHRADUN UTTARAKHAND 248002 | DEHRADUN | DEHRADUN | UTTARAKHAND | 248002 | ₹6.3 L | L1 | Accepted-AOC Being 1st lowest |
| 2 | L2₹6.9 LRejected-Finance | ₹6.9 L | L2 | Rejected-Finance Being 2nd lowest |
| 3 | L3₹7.5 LRejected-Finance | ₹7.5 L | L3 | Rejected-Finance Being 3rd lowest |
| 4 | L4₹7.8 LRejected-Finance 21 NEAR LAL KOTHI CHANDER NAGAR SAHARANPUR UP 247001 | SAHARANPUR | UTTAR PRADESH | 247001 | ₹7.8 L | L4 | Rejected-Finance Being 4th lowest |
| Sl No | Description | Qty | Unit | SANJDHEERA CONSTRUCTION L2 | M/S Bagwan Associates L1 | SAVV BUILDERS L3 | JBN CONSTRUCTION L4 |
|---|---|---|---|---|---|---|---|
| 1.00 | Surface dressing n exc 15 cm deep in any type of soil complete all as specified and directed. | 36 | Sqm | 30 ₹1,080 | 50 ₹1,800 | 70 ₹2,520 | 20 ₹720 |
| 2.00 | Excavation over areas n exc 1.50 m deep and getting out in any type of soil all as specified and directed | 30 | Cum | 200 ₹6,000 | 150 ₹4,500 | 100 ₹3,000 | 200 ₹6,000 |
| 3.00 | Ditto all as above but exc 1.50 m and n exc 3.0 m deep and ditto- | 10 | Cum | 240 ₹2,400 | 180 ₹1,800 | 130 ₹1,300 | 200 ₹2,000 |
| 4.00 | Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed. | 60 | Cum | 200 ₹12,000 | 180 ₹10,800 | 90 ₹5,400 | 200 ₹12,000 |
| 5.00 | Returning filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm in any type of soil complete all as specified and directed. | 35 | Cum | 75 ₹2,625 | 50 ₹1,750 | 20 ₹700 | 50 ₹1,750 |
| 6.00 | Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed. | 65 | Cum | 100 ₹6,500 | 80 ₹5,200 | 20 ₹1,300 | 50 ₹3,250 |
| 7.00 | M&L PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed. | 8.75 | Cum | 2,400 ₹21,000 | 3,500 ₹30,625 | 3,500 ₹30,625 | 3,900 ₹34,125 |
| 8.00 | M&L brick work with sub class "B" bricks straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed. | 35 | Cum | 4,200 ₹1.5 L | 4,200 ₹1.5 L | 4,600 ₹1.6 L | 4,500 ₹1.6 L |
| 9.00 | M&L for rendering 15 mm thick in CM 1:4 on other than fair faces of brick or concrete surfaces finishing even and smooth without using extra cement complete all as specified and directed . | 110 | Sqm | 180 ₹19,800 | 200 ₹22,000 | 200 ₹22,000 | 200 ₹22,000 |
| 10.00 | M & L Cement concrete Type B1 1:2:4 ( 20 mm graded stone aggregate) as in seismic and other similar bands, plinth courses, string courses, lacing courses, , copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as specified and directed | 2.5 | Cum | 4,500 ₹11,250 | 4,500 ₹11,250 | 4,500 ₹11,250 | 4,200 ₹10,500 |
Updated dates
Tender Value
₹9.4 L
EMD Value
₹18,900
Closing Date
29 Jan 2026, 6:00 pmClosed
GE Clement Town
GE Clement Town MES Dehradun
PROVN OF RAIN WATER HARVESTING IN CERTAIN BLDG OF 14 DOU AT CLEMENT TOWN
2026_MES_746851_1
GE/CLT/ Of 2025-26
Open Tender
Civil Works
180 days
GE Clement Town
Class E Cat a(i)
6 documents required · 6 mandatory
₹500
Yes
GE Clement Town
₹18,900
Yes
10 Mar 2026
1 Jan 2026
5 Feb 2026
1 Jan 2026
29 Jan 2026
15 Jan 2026
Surface dressing n exc 15 cm deep in any type of soil complete all as specified and directed.
Excavation over areas n exc 1.50 m deep and getting out in any type of soil all as specified and directed
Ditto all as above but exc 1.50 m and n exc 3.0 m deep and ditto-
Excavation in trenches n exc 1.5m wide and n exc 1.5m in depth, for foundation, etc or for shafts, wells, cesspits, manholes, pier holes, etc n exc10 sqm on plan and n exc 1.5m in depth and getting out any type of soil complete all as specified and directed.
Returning filling in including spreading, levelling, watering & well ramming in layers n.exc 25cm in any type of soil complete all as specified and directed.
Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5m above the starting point complete all as specified and directed.
M&L PCC (1:4:8) type D2 (using 40mm graded crushed stone aggregate)as in foundation , filling and mass concrete complete all as specified and directed.
M&L brick work with sub class "B" bricks straight or curved on plan exc 6m mean radius built in CM (1:4) complete all as specified and directed.
M&L for rendering 15 mm thick in CM 1:4 on other than fair faces of brick or concrete surfaces finishing even and smooth without using extra cement complete all as specified and directed .
M & L Cement concrete Type B1 1:2:4 ( 20 mm graded stone aggregate) as in seismic and other similar bands, plinth courses, string courses, lacing courses, , copings, kneelers, apex stones, bed plates, kerbs water troughs and the like including weathering, slightly rounded or chamfered angles and throating, as specified and directed
M&L for PCC (1:2:4) type B2 (using 40mm graded aggregate) in surface channels and drains complete all as specified and directed
M&L extra for forming fair finished drain or channel 30cm inner girth in cement concrete, using extra cement including forms, moulds, mitered/stopped ends etc complete all as specified and directed
M&L for reinforced precast cement concrete 1:2:4 type B1 (using 20mm graded stone aggregate) as in landings, cover slabs (for manholes etc), shelves and similar articles with plain faces including necessary form work, set in CM 1:6 complete all as specified and directed Note : Reinforcement shall be measured and paid for separately.
M&L for mild steel TMT bars 10mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed
M & L Framed work as in doors or gates of angle or other section with gusset plates, rails, braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete FE 410 grade W. complete all as specified and directed.
S&F of Welded steel wire fabric not exc 4.00 kg per sqm fixed to MS angles complete .
M & L broken stone or boulder hardcore of gauge n exc. 63 mm, deposited, spread and leveled in layers n exc. 15 cm thick, watered and rammed to a true surface complete all as specified and directed
M & L for 75 mm thick PCC (1:4:8) type D2 using 40mm graded stone aggregate as in sub base of floors etc complete all as specified and as directed.
M & L 50 mm thick PCC 1:2:4 type B-1 (20mm graded aggregate) in floors and pavings etc finishing the surface even and fair without using extra cement complete all as specified and directed.
M & L for 75 mm thick PCC (1:3:6) type C2 using 40mm graded stone aggregate as in plinth protection and foot path etc. finished even and smooth without using extra cement complete all as specified and directed.
Taking down PVC shoe 100 mm dia from existing PVC pipe fixed to walls incl removal of adhesive or cutting of 100 mm PVC pipe carefully and M & L PVC bend 100 mm dia any radius to existing pipe with adhesive complete all as specified and directed
M & L PVC pipe ( SWR ) 100 mm dia in small length laid on wall/ floors etc fixed to the PVC bend with adhesive complete all as specified and directed.
M & L PCC 1:4:8 type D-2 using 40 mm graded stone aggregates as in bed and haunching to drain pipe all as specified and directed
S&F PVC (SWR) pipes 150 mm dia single socketed, in any length with rubber ring joints, laid in trenches complete all as specified and directed.
Drilling of bore hole of 300 mm dia upto 25 mtr depth below ground level/ excavated level in any kind of soil strata incl hard stone/ boulders etc complete with errection of all machinary at site and removal of all tools and plants after completion of work and all as specified and directed.
S & F M S ERW pipe 200 mm nominal dia slotted threaded & socket jointed with minimum 8.0 mm thickness of pipe with casing bail plug ( casing shoe ) complete incl lowering in the bore hole upto 25 mtr below ground level/ excavated level complete all as specified and as directed.
S & F M S ERW pipe 200 mm nominal dia plain threaded & socket jointed with minimum 8.0 mm thickness of pipe with casing bail plug ( casing shoe ) complete incl lowering in the bore hole upto 25 mtr below ground level/ excavated level complete all as specified and as directed.
Supply and filling pea gravel of size varing 4 mm to 8 mm filled in gap between bore hole and casing pipe complete all as specified and directed.
Supplying and laying in position filter media consisting of coarse sand/ coarse aggregate of size varing from 0.5 to 1mm complete all specified and as directed.
Supplying and laying in position filter media consisting of pea gravels of size varing from 10 mm to 20 mm complete all specified and as directed.
Demolition of cement Concrete/ road surface incl carpeting/ WBM/Soling of any description and in any position not otherwise specifically provided for complete all as specified and directed
M & L for Inter locking tiles/paver blocks 60 mm thick coloured glossy type rubber moulded and vibro compacted M-35 laid over and incl 50 mm sand cushioning complete all as specified and directed.
NOTES :- 1. For the items for which specifications not mentioned any where in the tender, the BIS specifications shall be followed.
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