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Tender For Repairs To Boundary Pillars, Footpath, Hard Standing And Allied B/R Works In Otm And Md Accommodation Under Ge (Army) Trivandrum, trivandrum-Kerala

Military Engineer Services-MES has published Tender For Repairs To Boundary Pillars, Footpath, Hard Standing And Allied B/R Works In Otm And Md Accommodation Under Ge (Army) Trivandrum. Submission Date for this Tender is 20-04-2024. Footpath Work Tenders in trivandrum Kerala. Bidders can get complete Tender details and download the document.




Tender Notice

43044507
Corrigendum : Tender For Repairs To Boundary Pillars, Footpath, Hard Standing And Allied B/R Works In Otm And Md Accommodation Under Ge (Army) Trivandrum
Open Tender
Indian
Kerala
trivandrum
20-04-2024

Tender Details

Tender For Repairs To Boundary Pillars, Footpath, Hard Standing And Allied B/R Works In Otm And Md Accommodation Under Ge (Army) Trivandrum

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 08-Apr-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 15-04-2024
2 15-Apr-2024 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 20-04-2024

Key Value

Document Fees
INR 500 /-
EMD
INR 20000.0 /-
Tender Value
INR 10 Lakhs /-

BOQ Items

Name of Work:
Sl. No. Item Description
1Demolition of cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
2M&L for PCC Type C2, 1:3:6 (using 40mm graded broken stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed.
3M&L for 75 mm thick cement concrete type C2, 1:3:6 (using 40 mm graded stone aggregate) as in plinth protection, hard standing, etc. finishing surface even and smooth without using extra cement complete all as specified and directed.
4M&L for 75 mm thick PCC 1:3:6, type C2 (using 40mm graded stone aggregate) as in sub-base of floor, etc. complete all as specified and directed.
5M&L for 20 mm thick screed bed or bedding layer in cement mortar 1:6 for laying floor finishes complete all as specified and directed.
6M&L for chequered cement concrete tiles of size 400x400x25mm thick, set, jointed and pointed in neat cement slurry in floors with grey pigment cement and pigments complete all as specified and as directed.
7Taking down of cement plaster, any description, including raking out joints, hacking for key, scrubbing down with water etc complete all as specified and directed.
8Demolition of brick work/ PCC block / stone walls built in cement mortar including all quoins, arches, pillars and removing the debris/ rubbish to a distance exceeding 50 Mtr and not exceeding100 mtr complete all as specified and directed.
9M&L for pre-cast cement concrete block masonry type C1, 1:3:6 (using 20mm graded aggregate) with solid blocks exceeding 10 cm in width and setting in CM 1:4 complete all as specified and directed.
10M&L for rendering in two layers 10mm thick under coat with cement mortar (1:4) and 5 mm thick finishing coat with cement mortar (1:4), finishing coat mixed with water proofing compound @ 3% by the weight of cement on fair faces of brick work in external surfaces of wall complete all as specified and directed. Note: Water proofing compound shall be measured and paid separately.
11Supply only integral water proofing compound complete all as specified and directed.
12M&L for finishing walls with Acrylic Smooth exteriorpaint of required shade : New work (Two ormore coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primerapplied @ 2.20 kg/10 sqm) including preparing of surface complete all as specified and directed.
13M&L for walling of random rubble, uncoursed, well bonded, bedded and solidly hearted, built in cement mortar 1:6 and brought up to course complete all as specified and directed.
14All as per SI item No. 13.00 here-in-before, but except stones complete all as specified and directed.
15Extra over Granite or Trap stone walling for hammer dressing to face stones and dressing of face beds and joints with maximum depression not exceeding 40 mm, as specified, of random rubble walling, uncoursed or brought upto courses complete all as specified and directed.
16M&L for flush pointing in cement mortar 1:4 to random rubble masonry, uncoursed or brought upto courses complete all as specified and directed.
17Dismantling floor, hearth or wall tiling including cement mortar bedding (but not backing), removing serviceable tiles to store and rubbish off the premises complete all as specified and directed.
18M&L for sand filling/ cushioning under floors or in foundations including watering and consolidation complete all as specified and directed.
19M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60 mm thickness, M-35 Grade with grey cement and pigment complete all as specified and directed.
20M&L for precast cement concrete in (kerb stone) 1:2:4, type B1, using 20mm graded stone aggregate set in CM 1:6including use and waste of necessary form work complete all as specified and directed.
21S&F on site LLDPE septic tank for 25 users, designed to carry sewage and sullage water, including excavation in any type of soil , PCC 1:4:8 as foundation, vent shaft, necessary connections etc incuding taking out old LDPE septic tank complete all as specified and directed.
22M&L for providing Soakage wells, size 1.8m dia X 3.00m effective depth, consisting; excavation in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M 25 concrete including intercepting chamber and screen chamber made of brick masonry in CM, RCC cover slab in M 25/SFRC cover, inter connecting pipes of RCC/DWC complete filled with brick bats ofcomplete all as specified and directed.
23Demolition of re-inforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed.
24M&L for providing reinforced cement concrete type B-l, 1:2:4 (20 mm graded aggregate) in precastposts, fencing posts, straining or terminal posts, struts etc. forfencing, average sectional area n exc 100 sq. cm, with orwithout chamfered angles and flat, splayed, rounded or mitredtops all as directed and fixed
25S&F TMT steel 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.
26All as per SI item No. 25.00 here-in-before, but but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders complete all as specified and directed.
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