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Tender Value
₹1.4 Cr
EMD Value
₹2.1 L
Closing Date
13 Oct 2026, 6:00 pm
COMMANDER WORKS ENGINEER PUNE - 411001
HEADQUARTERS COMMANDER WORKS ENGINEERS GEN CARIAPPA MARG, PUNE-411 001
81828 SPECIAL REPAIRS TO SWIMMING POOL NO. 2 AT NDA UNDER GE (NDA) KHADAKWASLA
2026_MES_789471_1
81828 CWE PUNE
Open Tender
Civil Works
Item Rate
90 days
GE (NDA) KHADAKWASLA
AS PER TENDER DOCUMENTS
8 documents required · 8 mandatory
₹1,000
Yes
GE (NDA) KHADAKWASLA
₹2.1 L
Yes
15 Sept 2026
15 Sept 2026
20 Oct 2026
15 Sept 2026
13 Oct 2026
6 Oct 2026
16 Sept 2026 - 22 Sept 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | B/R PORTION
Removing of old water proofing treatment including screed bed and cleaning the surface of slab with wire brushes removing dust, foreign materials including flushing at junction of wall and removing the rubbish off the premises outside from MD land complete all as specified and directed.
(Note : Rate quoted is deemed to be inclusive of necessary scaffolding / security measures as the work is to be carried out for building height exc. 6 mtr and not exc. 20 mtr.) | 500 | SQM | - | - |
| - | Demolition of cement concrete (unreinforced) / brickbats work incl china mosiac used for roof treatment of any description any depth upto mother slab not exc 300 mm depth and in any position not otherwise specifically provided for padding layer for roof treatment / at junction of wall and chajjas and removing out of MOD land and cleaning the surfaces free from dust and scrubbing down with water complete etc complete all as specified and as directed.
(Note : Rate for Demolition of existing roof treatment upto mother slab is measured as per execution thickness, no extra payment to be paid for extra demolition) | 500 | SQM | - | - |
| - | M&L for PCC type B-1, (1:2:4) (using 20mm graded crushed stone aggregate) avg thickness 75mm as in padding on roof any thick mixed with water proofing compound @ 3% by weight of cement shall be caried out complete all as specified and directed.
(Note : WPC shall be measured and paid separatsly) | 475 | SQM | - | - |
| - | M&L for PCC type B-1, (1:2:4), (using 20mm graded crushed stone aggregates) as provided at ridge portion for maintaning slope on roof including water proofing compound @ 3% by weight of cement shall be caried out complete all as specified and directed.
(Note : WPC shall be measured and paid separatsly) | 8 | CUM | - | - |
| - | M&L for Rendering 10mm thick on concrete surfaces in CM 1:3 using water profing compound @ 3% of by weight of cement cement complete all as specified and directed.
(Note: WPC to be measured and paied separately) | 500 | SQM | - | - |
| - | M&L for preparing plastered surfaces @ 0.70 kg/Sqm with bitumen primer and applying water proofing treatment on roof / wall, edges and vertical surfaces using APP modified membrane 3 mm thick with non woven polyster mat as reinforcement weighing not less than 3.5 Kg/Sqm using butane torch by torch on application with side lap of 10 cm and 15 cm end lap and applying two coats of bituminous aluminium paint on top reflecting coating @ 0.15 Ltrs /Sqm above the membrane complete all as specified and directed.
(Note : Carrying out test by ponding of water for 24 Hrs for leackages and seepages and rectifying the same to the entire satisfaction of EIC) | 500 | SQM | - | - |
| - | Supply only integral water proofing compound complete all as specified and directed. | 302.01 | KG | - | - |
| - | M&L for Cutting grooves in stone / brick wall, 75mm wide and 65mm deep and shaping horizontal face of groove with cement mortar 1:3 etc complete all as specified and as directed. | 150 | RM | - | - |
| - | Dismantling of 100 mm dia CI /PVC or reinforced concrete drain pipes jointed in cement mortar and taking out of trenches, if required complete all as specified and directed. | 50 | RM | - | - |
| - | S&F 100mm dia sand Cast iron soil, waste and vent pipes in any length with or without ears, with Lead joints, fixed to walls with semicircular PVC clamp etc complete all as specified and directed. | 50 | RM | - | - |
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