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Construction Hard Stone Ground Width 40 Mtr And Length 50 Mtr At A And B Veh Garages Of 2(I) Armd Sqnand Provn Of Septick Tank For Provn Of Clean And Hyg Condition For Guard Room Barrack Bldg No P-2622 Loc At Ascon Nod, hisar-Haryana

Military Engineer Services-MES has published Construction Hard Stone Ground Width 40 Mtr And Length 50 Mtr At A And B Veh Garages Of 2(I) Armd Sqnand Provn Of Septick Tank For Provn Of Clean And Hyg Condition For Guard Room Barrack Bldg No P-2622 Loc At Ascon Nod. Submission Date for this Tender is 29-03-2023. Building Work Tenders in hisar Haryana. Bidders can get complete Tender details and download the document.




Tender Notice

36601513
Corrigendum : Construction Hard Stone Ground Width 40 Mtr And Length 50 Mtr At A And B Veh Garages Of 2(I) Armd Sqnand Provn Of Septick Tank For Provn Of Clean And Hyg Condition For Guard Room Barrack Bldg No P-2622 Loc At Ascon Nod
Open Tender
Indian
Haryana
hisar
29-03-2023

Tender Details

Construction Hard Stone Ground Width 40 Mtr And Length 50 Mtr At A And B Veh Garages Of 2(I) Armd Sqnand Provn Of Septick Tank For Provn Of Clean And Hyg Condition For Guard Room Barrack Bldg No P-2622 Loc At Ascon Nod

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 04-Mar-2023 Date Date 22-03-2023
2 22-Mar-2023 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 29-03-2023

Key Value

Document Fees
INR 500 /-
EMD
INR 86000.0 /-
Tender Value
INR 42.98 Lakhs /-

BOQ Items

Name of Work: CONSTRUCTION OF HARD STONE GROUND WIDTH 40 MTR AND LENGTH 50 MTR AT A AND B VEH GARAGES OF 2(I) ARMD SQN AND PROVN OF SEPTICK TANK FOR PROVN OF CLEAN AND HYG CONDITION FOR GUARD ROOM BARRACK BLDG NO P-2622 LOC AT ASCON NODE HMS AT HISAR MIL STN UNDER GE (W) HISAR
Sl. No. Item Description
1Excavating over areas, n exc 1.5 m deep and getting out in soft/soft soil etc. complete all as specified and directed.
2Removing excavated material exc. 1.50 km but n exc. 5 km and depositing where complete all as specified and directed.
3Rolling and consolidation formation of surface of road in cutting/filling with power road roller exc 8 to 12 tonne including filling depression which occur during the rolling complete all as specified and directed.
4Granular sub base100mm thick with Shingle or gravel spread thickness, spread, rolled and consolidated to gradient and camber for road side required complete all as specified and directed.
5M&L for 150mmCement concrete type D- 2, 1:4:8 (40mm graded aggregate) complete all as specified and directed.
6M&L for 150mm WBM in two layers each layer 7.5cm thick (compacted thickness), with granitr or basalt coarse aggregates of grading 2 (63 to 40mm size) or of grading 3 (50 to 20mm size), spread, rolled and consolidated to gradient and camber with power road roller exc 8 to 12 tonsrequired complete all as specified and directed.
7M&L for sett flooring with Stone sett flooring with stone setts of size 200 to 250mm long, 150 to 200mm wide and 150mm deep and sides dressed and laid over 20mm thick scred bed of CM 1:3 jointing of stone sett shall not be width more than 25mm, same has been filled with CM 1:2 or PCC (1:1.5:3), type A0with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed.
8M&L for Edge stones to flooring with stone setts of size 250 to 300mm long x l50 to 200mm wide, and 450mm deep and sides dressed; bedded in cement mortar 1:3, joints 20mm thick; grouted in cement mortar 1:2 with an admixture of metallic floor hardner 5% by weight of cement and struck flush complete all as specified and directed.
9M&Lof cement concrete type B1 1:2:4 (20mm graded aggregate) complete all as specified and directed
10Excavating over areas, n exc 1.5 m deep and getting out and getting out in hard dense soil complete all as specified and directed.
11All as per above item No 10.00 but exc. 1.50 M but n exc. 3.0M complete all as specified and directed.
12M&L Hard core of gauge n exc 63mm, deposited, spread and levelled in layers n exc 15cm thick, watered and rammed to a true surface with broken stone or boulders complete all as specified and directed.
13M&L Cement concrete 1:2:4 type B2 as in foundations,filling and mass concrete complete all as specified and directed.
14M&L for Brick work with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius, built in CM 1:4 complete all as specified and directed.
15M&L for RCC slab M-25 using 20mm graded crushed stone aggregate as in slab supported on wall complete all as specified and directed.
16M&L Formwork for rough finished concrete surface to soffits of suspended slabs such as roof slabs, floorslabs, landings and similar work not exceeding 200mm thick (Horizontal or sloping) complete all as specified and directed.
17M&L Formwork to edges of concrete flats, treads, breaks in floors, window cills, concrete railings,openings in concrete walls, floor and roofs n exc 20 cm wide and sides of RCC/PCC bands in walls, horizontal or sloping and similar work exc 5cm but n. exc 10 cm wide complete all as specified and directed.
18M&L 5 MM thick rendering in CM 1:4 on soffits of slab complete all as specified and directed.
19M&L15 MM thick rendering in CM 1:3 on fair face of walls surface fair finished even & smooth without using extra cement with water proofing compound (water proofing compound will be measured and paid seperately) complete all as specified and directed.
20Supply only water proofing compound complete all as specified and directed.
21M&L Providing precast cement concrete type B1 using 20 mm graded stone aggregate set in Cm 1:4 as in , landings, cover slabs (for man holes etc.) chullah hoods,Baffle wallchajjas,water troughs,mangers, shelves and similar articles with plain faces complete all as specified and directed.
22M&L Cast iron work grade FG 150, unmachined, inbrackets, gully traps,gratings, railing, frames,manhole covers, fire and soot doors, dampers, stop valve boxes, gate stops,parts of ranges, balusters and similar articles.each article exc. 5.0 KG complete all as specified and directed.
23Removing excavated material n exc. 50m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
24Returning, filling in, including spreading, levelling, watering and well ramming in layers not exc 25 cm complete all as specified and directed.
25M&L Mild steel TMT bars 6 to 8 mm dia and over, cut to length, bent to shape required, including cranking, bending spirally for hooping for columns, hooking ends and binding with and incl mild steel wire (annealed) not less than 0.9mm dia or securing with clips complete all as specified and directed.
26M&L for sand cast 100 mm dia Cast iron soil, waste and vent pipes in any length with or without ears, with cement joints, fixed to walls complete all as specified and directed.
27S&F sand cast cast iron 100 mm dia Cowl complete all as specified and directed.
28S&F RCC pipe class NP-2 laid to slope in trenchesjointed and tested complete with collars for 250 mm dia pipe complete all as specified and directed.
29M&L for PCC 1:3:6 type C-2 using 40mm graded stone aggregate for concrete bed to drain pipes including packing under and haunching against the sides of pipe after they are laid and tested complete for 150mm dia pipe complete all as specified and directed.
30Cutting into existing manholes for connecting new drains, 150mm bore, making good to pipe and rendering, cutting out existing benching for and forming branch channel (½ round or ¾ section) in cement concrete 1:2:4 type B1 smooth finished, and reforming benching as required complete all as specified and directed.
31M&L for 50mm thick PCC Type C-2, 1:3:6 (40mm graded aggregate) for sub base complete all as specified and directed.
32Demolition of cement concrete (un reinforced) in ground floors and paving not exc 15cm thick below or above ground level complete all as specified and directed.
33M & L for colouredchequered cement concrete tiles with grey cement and pigments 25CM x 25CM x 25mm thick and including provision of cement screed bedding layer 10 mm thick in CM 1 : 4 etc set with neat grey cement slurry ,jointed and pointed in cement slurry and pigments in floor/ paths ,complete all as specified and directed.
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