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Tender For Addition/ Alteration To Existing Drainage System At Old Amritsar Cantt, jalandhar-Punjab

Military Engineer Services-MES has published Tender For Addition/ Alteration To Existing Drainage System At Old Amritsar Cantt. Submission Date for this Tender is 02-01-2024. Drainage Tenders in jalandhar Punjab. Bidders can get complete Tender details and download the document.




Tender Notice

40452678
Corrigendum : Tender For Addition/ Alteration To Existing Drainage System At Old Amritsar Cantt
Open Tender
Indian
Punjab
jalandhar
02-01-2024

Tender Details

Tender For Addition/ Alteration To Existing Drainage System At Old Amritsar Cantt

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 18-Nov-2023 Corrigendum No. 01 dated 18 Nov 2023 Date 14-12-2023
2 04-Dec-2023 Corrigendum No. 02 dated 04 Dec 2023 Date 26-12-2023
3 15-Dec-2023 Corrigendum No. 04 dated 15 Dec 2023 BOQ 26-12-2023
4 15-Dec-2023 Corrigendum No. 03 dated 15 Dec 2023 Other 26-12-2023
5 26-Dec-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 02-01-2024

Key Value

Document Fees
INR 2000 /-
EMD
INR 490000.0 /-
Tender Value
INR 4.15 Crore /-

BOQ Items

Name of Work: ADDITION/ ALTERATION TO EXISTING DRAINAGE SYSTEM AT OLD AMRITSAR CANTT (Tender ID :2023_MES_618107_1)
Sl. No. Item Description
1Note: Please refer Schedule "A" Notes given on serial page No. 20 to 23 of tender documents.
2Excavation in trenches in soft/ loose soil not exceeding 1.50 metre wide and not exceeding 1.50 metre in depth for foundation for pipes, wells, cesspits, manholes, pier holes, cables etc not exceeding 10 Sqm on plan and not exceeding 1.50 metre in depth and getting out complete all as specified and directed.
3All as per srl item No. 2.00 here-in-before but soft rock (for BM/ premix carpet of road)
4All as per srl item No. 2.00 here-in-before but hard/ dense soil (for Soling/ WBM road)
5Surface excavation not exceeding 30 cm deep and averaging 15 cm deep, getting out in any type of soil complete all as specified and directed.
6Removing excavated material to a distance not exc. 50 m and depositing where directed at a level not exc. 1.5 m above the starting point complete as all as specified and directed.
7Returning filling excavated material including watering and well ramming etc in layer n.exc 25cm thick complete all as specified and directed
8Material and labour for cement concrete 1:3:6, type C-2 (using 40mm graded crushed stone aggregate) as in surface channels and drain including use & waste of necessary form work all as specified and directed
9Demolition of un-reinforced cement concrete in ground floor and paving not exceeding 15cm thick (below or above ground level) including removal of debries to a distance upto 250m as directed by Engineer-in-Charge.
10Demolition of brickwork or stone boulder masonry, built in cement mortar including all quoins, arches, pillars etc. and removal of settled soil but excluding ashlar facings, dressed stonework and precast concrete articles complete all as specified and directed.
11Material and labour for brick work with sub class ‘B’ bricks, old size, straight or curved on plan exceeding 6.00 metre mean radius, built in cement mortar (1:4) including corbelling and arches where shown on drawings as required complete all as specified and directed
12All as per serial item No 11.00 here-in-before but except bricks complete all as specified and as directed. Note : Serviceable bricks retrieved from Srl item No. 10.00 here-in-before shall be re-used after proper cleaning & removal of mortar.
13Material and labour for brick with sub class "B" bricks, in half brick thick walls built in cement mortar 1:4 complete all as specified and directed.
14All as per serial item No 13.00 here-in-before but except bricks complete all as specified and as directed. Note : Serviceable bricks retrieved from Srl item No. 13.00 here-in-before shall be re-used after proper cleaning & removal of mortar.
15Material and labour for sub class "B" bricks laid on edge in floors/ drains old size bricks bedded and jointed in cement mortar 1:3 & pointed in cement mortar 1:3 complete all as specified and directed.
16Extra for forming fair finished drain or channel 30cm inner girth in cement concrete using extra cement including forms, moulds, stopped ends etc. complete all as specified and directed.
17Add or deduct for each 25mm girth or part thereof over or under as per item No. 16.00 here-in-before complete all as specified and directed.
18Material and labour for flush pointing to brick walls in drains in cement mortar 1:3, including racking out of joints in existing drain complete all as specified and directed.
19Material and labour for cement concrete 1:2:4 type B-1 (using 20mm graded crushed stone aggregate) as in coping, kerbs, mud stop, rounded or chamfered on edges incluidng use & waste of necessary form work complete all as specified and directed.
20Supply, laying and jointing 600mm bore RCC pipes class NP3 complete with collars laid in trenches and testing complete all as specified and directed.
21Supply, laying and jointing 450mm bore RCC pipes class NP3 complete with collars laid in trenches and testing complete all as specified and directed.
22Material and labour for concrete bed for 600mm bore pipe in cement concrete 1:4:8 type D-2 to drain pipe including packing under and complete surrounding pipe with concrete after they are laid and tested complete all as specified and directed
23Material and labour for concrete bed for 450mm bore pipe in cement concrete 1:4:8 type D-2 to drain pipe including packing under and complete surrounding pipe with concrete after they are laid and tested complete all as specified and directed
24Material and labour for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 Grade with grey cement and no pigment over and including 25mm thick sand cushion complete all as specified and directed.
25Supply and fixing of RCC M-25 precast RCC cover slab size 1600mm x 450mm x 70mm thick (using 12.5mm graded stone aggregate) as in cover slabs, suspended on walls, manhole slabs, drain cover, roofs, canopies, deckslabs and the like complete all as specified and directed.
26Supply and fixing of RCC M-25 precast RCC cover slab size 1250mm x 450mm x 70mm thick (using 12.5mm graded stone aggregate) as in cover slabs, suspended on walls, manhole slabs, drain cover, roofs, canopies, deckslabs and the like complete all as specified and directed.
27Material and labour for 75mm thick cement concrete 1:2:4 type B-2 (using 40mm graded stone aggregate) as in sub base complete all as specified and directed
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