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Provision Of Sewage Line Septic Tank And Soakage Well At Gund Under Ge 970 Ews, GUND-Jammu And Kashmir

Military Engineer Services-MES has published Provision Of Sewage Line Septic Tank And Soakage Well At Gund Under Ge 970 Ews. Submission Date for this Tender is 13-02-2021. Sewerage Construction Tenders in GUND Jammu And Kashmir. Bidders can get complete Tender details and download the document.




Tender Notice

26709140
Corrigendum : Provision Of Sewage Line Septic Tank And Soakage Well At Gund Under Ge 970 Ews
Open Tender
Indian
Jammu And Kashmir
GUND
13-02-2021

Tender Details

ProvISIOn Of Sewage Line Septic Tank And Soakage Well At Gund Under Ge 970 Ews

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Feb-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 13-02-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 28800.0 /-
Tender Value
INR 14.40 Lakhs /-

BOQ Items

Name of Work : PROVN OF SEWAGE LINE SEPTIC TANK AND SOAKAGE WELL AT GUND UNDER GE 970 EWS
Sl. No. Item Description Item Code / Make Quantity Units
1 1 Excavation over areas n exc 1.50m deep and getting out in soft/loose soil complete all as specified and directed. 164 Cum
2 2 Excavation over areas exc 1.50m deep but not exceeding 3m in depth and getting out in soft/loose soil complete all as specified and directed. 53 Cum
3 3 Excavation in trenches n. exc 1.50m wide and not exceeding 1.5 m in depth and getting out in soft/loose soil complete all as specified and directed. 290 Cum
4 4 Excavation in trenches n. exc 1.50m wide and not exceeding 3 m in depth and getting out in soft/loose soil complete all as specified and directed. 26 Cum
5 5 Material & labour for PCC (1:4:8) type D-2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete etc complete all as specified and directed. 4 Cum
6 6 Material & labour for PCC (1:2:4) type B-2 (using 40mm graded stone aggregate) as in foundation filling, mass concrete etc complete all as specified and directed. 17 Cum
7 7 Material & labour for brick work with sub class 'B' bricks, old size, straight or curved on plan exceeding 6 mtr mean radius and built in cement mortar (1:4) complete all as specified and directed. 140 Cum
8 8 Material & labour for brickwork with subclass ‘B’ bricks straight or curved on plan exc 6 m mean radius laid dry complete all as specified and directed. 7 Cum
9 9 Material & labour for brick work with sub class 'B' bricks, old size, straight or curved on plan to any radius in half thick brick wall built in cement mortar (1:4) complete all as specified and directed. 8.5 Sqm
10 10 Material and labour for rendering 15mm thick plaster in cement mortar 1:4 mixed with WPC on fair faces of brick wall or on concrete surfaces and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge. Note :- WPC will be measured & paid separately as supply only). 250 Sqm
11 11 Material and labour for rendering 12mm thick plaster in cement mortar 1:4 mixed with WPC on fair faces of brick wall or on concrete surfaces and finishing the surface even and smooth without using extra cement all as specified and directed by Engineer-in-charge. Note :- WPC will be measured & paid separately as supply only). 65 Sqm
12 12 Supply only Integral waterproofing compound,ISI marked, all as specified. 90 Kg
13 13 Material and labour for form work to sides and soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs, etc. also splays between floors and beams, etc. for roughly finished flat surfaces of concrete, all as specified. 70 Sqm
14 14 Material and labour for mild steel TMT bars 6mm to 8mm dia , 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, all as specified. 500 Kg
15 15 Material and labour for reinforced cement concrete 1:2:4, nominal mix, type B-0 using 12.5mm graded crushed stone aggregate as in Slabs supported on walls, beams and columns in floors, roofs, landings, balconies, canopies, deck slabs and in shelves and similar works, complete all as specified. Note : Reinforcement and form work shall be measured and paid separately 12 Cum
16 16 Supply and fixing for 75mm bore PVC (SWR) pipes single socketed in any length with rubber ring joints laid in trenches or in floors complete all as specified and directed by Engineer-in-charge. 9 RM
17 17 Supply and fixing 75mm bore cast iron soil waste and vent pipes in any length with or without ears with cement joints laid in trenches or in floors, complete all as specified and directed. (Excavation and earth work shall be measured and paid for separately) 6 RM
18 18 Material and labour for precast cement concrete (1:2:4) type B-1 using 20 mm graded stone aggregate as in landings, shelves, cover slabs (manholes etc) and similar articls with plain faces, set in cement morat 1:4 with and including necessary form work complete all as specified & directed by Engineer-in-charge. 4 Cum
19 19 Material and labour for mild steel TMT bars 10mm dia & over cut to length, bend 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 & directed by Engineer-in-Charge. 500 Kg
20 20 Material and labour for plain cement concrete 1:2:4 type B-1 using 20 mm graded stone aggregate cast in situ in lintels up to 1.5 m clear span, cills, steps, seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings up to 60 cm in height, copings, kneelers, apex stones, bed plates, water through and the like including weathering, slightly rounded or chamfered angles and throating including use of form work (straigth or curved) complete all as specified & directed by Engineer-in-charge. - (i) The unit rate include for use of form work (straight or curved). (ii) Reinforcement if any shall be measured and paid separately. 0.7 Cum
21 21 Material and labour for RCC pipes class NP-2 150mm dia bore, with collars, ISI marked, jointed with cement mortar, laid in trenches and tested including fittings of same grade complete all as specified and directed (excavation, earthwork and PCC shall be measured and paid for separately) 337 RM
22 22 Material and labour for plain cement concrete 1:4:8 type D-2 nominal mix using 40mm graded aggregate as in concrete bed to drain pipes including packing under and haunching against the sides of pipes after they are laid and tested for internal dia of pipe 150 mm (thickness of bed shall be 10 cms), all as specified.\nNote(i) :- The unit rate include for use of form work. (ii) Width of bed shall be outer dia of drain pipe plus 30 cms . Haunching shall be as per MES SSR-part-I/Part-II 337 RM
23 23 Returning filling in including spreading, levelling, watering and well ramming in layers not exc.25cm thick each layer of soil all as specified. 210 Cum
24 24 Removal excavated soil to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5 m above the starting point complete all as specified & directed by Engineer-in-Charge. 323 Cum
25 25 Material and labour for loose filling with aggregates of broken bricks of gauge 80 to 150 mm in soakage pits, soakage wells, all as specified. 50 Cum
26 26 Supply and fixing for framed work such as grills, gratings, etc with ends of bars shouldered and / or riverted or forged into spikes, framed guard bars, barred iron doors, ladders, framed balusters, walk ways, raillings, frame work of water tanks and similar work confirming to Fe-290 grade E-165 complete all as specified & directed by Engineer-in-charge. 510 Kg
27 27 Supply and fixing 1.6mm thick mild steel, plain, black sheet in wall cladding, steel gates and similar work, cut to size, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel framing with plain 40 mm lap joints with riveted or welded seams, including bending or turning up, mitred angles, etc. as required complete all as specified & directed by Engineer-in-charge. 28 Sqm
28 28 Material and labour for preparation of new or previously untreated steel surface of any description, over 10 cm width or girth, not otherwise described and applying two coats of synthetic enamel paint (ordinary tint) over a coat of red oxide, zinc chrome primer complete all as specified & directed by Engineer-in-charge. 90 Sqm
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