Military Engineer Services-MES has published Tender For Special Repair To Road Between Weu Gate And Cfl Gate At Ridge Area And Provn Of Storm Water Drainage For Mh And Certain Minor Work Under Ge Satwari.. Submission Date for this Tender is 14-01-2023. Road Work Tenders in satwari Jammu And Kashmir. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 03-Jan-2023 | Date | Date | 07-01-2023 |
2 | 03-Jan-2023 | Amendment in BOQ | Other | 07-01-2023 |
3 | 07-Jan-2023 | Bid Auto Extn Corrigendum | Bid Auto Extn Corrigendum | 14-01-2023 |
Sl. No. | Item Description |
1 | M&L for excavatingintrenchesnotexceeding1.50mwideandnotexceeding 1.50mdepthforfoundation, n. exc 10 Sqm on plan and getting out in any type of soil complete all as specified and directed. |
2 | M&L for PCC 1:3:6 type C2 using 40mm graded stone aggregate as in foundation, filling and mass concrete complete all as specified. |
3 | M&L for brick work with subclass "B" bricks, old size bricks, straight or curved on plan exceeding 6 metre mean radius built in cement mortar 1:4 complete all as specified and as directed by Engineer-in-charge. |
4 | M&L for brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick walls built in CM 1:4 complete all as specified. |
5 | M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate in kerbs/coping/bed plates and the like including weathering, slightly rounded or chamfered anglesand throating as directed including use of necessary form work complete all as specified. |
6 | M&L for flush pointing in cement morter 1:4 to brick wallscomplete all as specified and directed. |
7 | M&L for PCC 1:2:4 type B1 using 20mm graded stone aggregate as in drain and surface channel complete all as specified (Forming fair finished to drain/channels shall be measured and paid for separately). |
8 | Extra over above item for PCC in drains and surface channel for forming fair finished channels or drain 30 cm inner girth in cement concrete using extra cement including forms, mitred/stopped ends, complete all as specified. |
9 | Add or deduct from above item for forming fair finished channels or drains for each 25 mm girth or part there of over of under 30 cm. |
10 | Removing excavated material exc. 50m upto 100 mand depositing where directed at a level n exc.1.5 m above the starting point complete all as specified. |
11 | Returning filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified. |
12 | Supplying and laying 300 mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars in trenches for road crossing of sewage line complete all as specified and directed. |
13 | Supplying and laying 450 mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars in trenches for road crossing of sewage line complete all as specified and directed. |
14 | Supplying and laying 600 mm bore reinforced concrete pipes, class NP3, laid and jointed complete with collars in trenches for road crossing of sewage line complete all as specified and directed. |
15 | Demolition of cement concrete (unreinforced) ground floor and pavings n exc 15 cm thickness (below or above ground level ) and removingthe rubbish from the work site out side defence premises complete all as specified. |
16 | M&L for 100mm thick cement concrete 1:3:6,type C-2, (using 40 mm graded crushed stone aggregate) as in sub base, complete all as specified and directed. |
17 | M&L for sand filling under floors or in foundations including watering and consolidation, complete all as specified and directed. |
18 | M&L for machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 80mm thickness M-40 grade with gray cement and pigment complete all as specified and as directed by Engr-in-charge. |
19 | Dismantling asbestos cement (Corrugated or semi-corrugated) sheets in roof covering complete all as specified anddirected. |
20 | S&FPre- painted galvatume aluminum zinc(AZ-150 Micron) coatingGI based corrugated steel sheet 0.50mm thick of an colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified. |
21 | S&FPre-painted galvalume aluminum zinc (AZ-150 Micron) coating GI based Plain steel sheet 0.50mm thick of any colour having tensile strength of 550 Mpa as in roof covering/cladding to wall, fixed with self tapping screws as specified complete all as specified. |
22 | Dismantling of wrought iron or mild steel work (angle iron) as in purlins etc all as specified and directed by Enge-in-charge. |
23 | S&Fstructural steel work conforming to Fe-410-W (Gde E-250 Quality-A or B) or Fe-290 Gde E-165, as in roof trusses (framed), purlins, crane gantries, rails, vertical post and fastenings, heavy brackets framing (Beam, tee, angle, channel, squre hollow section or flat section) including distance pieces, cleats etc complete all as specified. |
24 | M&L for applying two coat of synthetic enamel paint over a coat of red oxide primer on new steel surfaces of any description having width/girth exceeding 10 cmincluding preparation and rubbing with sand paper to make surface even and smooth complete all as specified. |
25 | Complete removal of existing water proofing treatment of any description incl under layer, taking down of cement plaster/demolition of cement concrete any thickness and removal of debris off the premisesincluding grubbing up of trees and preparation of concrete surfaces by scrubbing down with steel brushes and cleaning with water to remove all loose dirt/dust. |
26 | M&L for P.C.C 1:2:4 type B-0 using 12.5 mm graded stone aggregate as in padding over roof finished and laid to required slope complete all as specified and as directed. |
27 | M&L Rendering 15mm thck in CM 1:4 on Concrete surfaces of rooffinished fair & even and including mixing of water proofing compound (WPC shall be measured and paid separately) |
28 | M&Lforwater proofing treatment inthe following sequences:- (a)Applying1st course of bituminous primer conforming to IS -3384 @ 0.4 Kg/Sqm cover the surface till the surface properly impregnated and insolvent oil primer evoporate completely (b)Applying2nd coat of blown 85/25 graded bitumen confirming to IS 702 @ 1.2 Kg/sqm. (c)Applying 3rd course of APP (Atactic Polypropylene) modified polymeric membrane 3 mm thick weight not less than 3.6 Kg/Sqm with 160 Grams/Sqm non woven polyester made at centre core reinforced laid with 75 mm side overlap and 100 mm overlap. The membrane has to be laid with LPG torch and overlap sealed and finished neat complete all as specified and as directed . |
29 | M&L for preparation of newly sufrace of APP Membrane and applying two coats of water based bituminious alumunium paint @ 200 ml per sqm etc |
30 | Supply only Water proofing compound liquid. |
31 | M&L for submain wiring alongwith earth wire with the sizes of 4 Sqmm 2 single core multistranded FRLS PVC insulated copper conductor single core cable multistranded and including suitable size of PVC concealed conduit and all accessories fixing on walls/roofs/ ceiling etc earth dolly terminated in terminal box complete all as specified and directed. |
32 | S&F of single pole enclouser with two pin and earthplug and socket complete with one single pole MCB with 240V 20 Amps complete all as specified and directed. Make : Legrand/Indo Asian /C&S/ Havells |
33 | M&L for applying two coat of synthetic enamel paint on new steel surfaces of any description having width/girth exceeding 10 cmincluding preparation and rubbing with sand paper or grinding by hand grinder to make surface even and smooth and applying primer where requred ( up to 4th storey with necessary scaffolding) complete all as specified |
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