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Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar, BANAR-Rajasthan

Military Engineer Services-MES has published Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar. Submission Date for this Tender is 13-11-2021. Drainage Tenders in BANAR Rajasthan. Bidders can get complete Tender details and download the document.




Tender Notice

29653237
Corrigendum : Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar
Open Tender
Indian
Rajasthan
BANAR
13-11-2021

Tender Details

Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar Repair To Drain, Sewage Line, Fencing, Gate, Compound Wall, Hard Standing Etc At Ralawas Under Ge Banar

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 06-Nov-2021 Bid Auto Extn Corrigendum Bid Auto Extn Corrigendum 13-11-2021

Key Value

Document Fees
INR 500 /-
EMD
INR 80000.0 /-
Tender Value
INR 40 Lakhs /-

BOQ Items

Name of Work: REPAIR TO DRAIN, SEWAGE LINE, FENCING, GATE, COMPOUND WALL, HARDSTANDING ETC AT RALAWAS UNDER GE BANAR
Sl. No. Item Description
1S&F framed work as in doors or gates of angles or other section with gusset plates, rails, braces etc complete drilled for fixing of steel sheeting or other covering. Doors etc to be prepared for hanging or sliding with and incl either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging also fastening and fixing complete incl pintel hinges, stops hand made sliding bolts etc conforming to Fe 410-W (Gde-E-250) quality-A, including taking down old steel gates.
2M&L for painting of new/untreated steel surface of any description exc over 10cm in width or grith with two coats of synthetic enamel paint over one coat of red oxide primer incl. preparation of new steel surfaces complete.
3All as per item No 2 here-in-before but not exc. 10 cm girth or width.
4Demolition of unreinforced cement concrete of any description and in any position not other wise described provided for complete all as specified.
5Dismantling posts or struts (wood or steel or RCC) any section including taking out embedded portion and making good disturbed ground surface complete all as specified and directed.
6Dismantling of damaged wire of any description and in any position removal from site of work complete all as specified and directed.
7Excavation in post holes (or similar holes) each n exc 0.5 cum and getting out, returning, filling in and ramming earth or broken rubble mixed with earth around, in layers not exceeding 25cm, watering, and removing surplus soil to a distance n exc 50 mtr and making good surface in soft/loose soil complete all as specified and directed.
8M&L for PCC(1:4:8) type D-2 using 40mm graded stone aggregate as in fdn, filling/mass concrete complete all as specified and directed.
9S&F MS angle Iron /FI fillets as in fencing posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc conforming to Fe 410-O or Fe 310-O
10Supply only Chain link MS galvanised fencing, any size or type, weight not less than 2.80 Kg/Sqm complete all as specified and directed. (Weight of chain link fencing shall be assessed by BOO before fixing).
11Fixing only chain link fencing including line wires/ MS round bar (Any numbers), any mesh, size and type to any type of standards rails, straining bolts, etc including provision of binding wire (Note. Supply of flat iron, MS round bar & chain link shall be measured and paid seperately under supply only)
12S&F in repairs Welded steel weight not exc 4 Kg/sqm of wire fabric supplied and fixed complete to wood or steel members complete all as specifed and directed by Engr-in-Charge
13Supply only ms round bar 10mm dia conforming to Fe 290 (Gde E-165) as line wire for chain link fencing. Note : Cutting to length, bent to shape required including binding with MS wire is included in item No. 12 here in before.
14S&F mild steel, screw bolts 12mm dia (Machine made) with hexagonal or square heads at one end and screwed the other or screwed both ends, each screwed end to be fitted with washer and one hexagonal or square nut, exc 5cm but not exceeding 10cm long and dia of shank 11 to 15mm all as specified and directed.
15Demolition of reinforced cement concrete of any description and in any position not otherwise specifically provided for complete all as specified and directed. (Reinforcement cut as required to facilitate demolition).
16M&L for providing precast cement concrete louvres and jallies type B-0 1:2:4 (12.5 mm graded stone aggregate) 40mm thick (measured solid), including all mouldings but excluding frame set in CM 1:4 complete all as specified and directed.
17M&L two coats of cement base paint on concrete surfaces/ RCC jallies over primer with alkali resistant priming including preparation of new concrete surfaces complete all as specified and directed.
18M & L for Reinforced cement concrete type B-1 1:2:4 (using 20mm graded stoneaggregate ) as slabs supported on walls, beams and columns in floors, roofs, landings, deck slabs and in shelves, drain covers and the like complete all as specified and directed by Engr-in-Charge
19M&L for mild steel deformed or twisted bars 6 to 8 mm dia cut to length bent to shape required, including bending spirally for hoping for columns, hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips all as specified and directed, by Engineer-in-Charge.
20Demolition brickwork or stone masonry, built in cement mortor including all quoins, arches, pillars, etc but excluding ashlar facing, dressed stonework and precast concrete articles complete all as specified and directed by Engr-in-Charge.
21M&L for squared rubble walling Jodhpur type brought upto courses, well bonded, bedded and solidly hearted, built in CM 1:6 complete all as specified and directed by Engr-in-Charge.
22All as per item 21 here in before but except stone.(stone obtained from Item No 20 shall be re-used after cleaning /washing etc).
23Extra over item 22 & 23 for hammer dressing to face stones with maximum depression on face from a straight edge not exc 20mm & dressing face beds and joints as specified to squared rubble walling, jodhpur type, brought upto courses.
24Racking out joints/ pointing to squared rubble masonary, coursed or uncoursed in cement mortar complete all as specified and directed.
25M&L for flush pointing to squared rubble, coursed or uncoursed stone masonry wall in CM 1:3 complete all as specified and directed.
26M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in surface channels and drains/concrete filling complete all as specified and directed by Engr-in-Charge.
27M&L for PCC 1:2:4 type B-1 (using 20mm graded stone aggregate) as in conrete filling/coping complete all as specified and directed by Engr-in-Charge.
28Demolition of cement concrete in ground floors and pavings n.exc 15 cm thickness below or above ground level incl floor finishes etc complete all as specified.
29M&L for 75mm thick PCC 1:4:8 type D-2 (using 40mm graded stone aggregate) as in sub base of flooring complete all as directed by Engineer-in-Charge.
30M&L forChequered cement concrete tiles (in any shade) 20cmx20cmx25mm thick, set, jointed and pointed in neat cement slurry in floors over 15mm thick screed bed in CM 1:6 complete all as specified and directed.
31M&L Machine pressed precast concrete interlocking paver block any shape and size confirming to IS 15658-2006 of 60mm thickness, M-35 Grade with grey cement and pigment complete all as spd and directed.
32M&L for 25mm thick sand cushioning/filling under floor including watering and consolidation complete all as specified and directed.
33M&L for pre-cast concrete block as in Kerb Stone (Machine made) with solid blocks Type B1, 1:2:4 (20mm graded stone aggregate) exc 10 cm in width and setting in cement mortar 1:4 complete all as specified and directed by Engineer-in-Charge
34Cleaning of septic tanks and manhole of any size and deptt by removing sludge including sludge water from septic tank/manhole and loading the same to sealed containers / tank lorry and removing outside the defence land including bailing out foul water by any means and supplying and spreading earth brought from the out side MD land in layers of thickness 25cm complete. Note : De-watering if inclusive in the rate quoted for this item.
35M&L for cleaning/taking out sludge water of soakage well/pit from soakage well/pit of any size and capacity mechanically including dewatering in any of the specified when ever is required including removing of sludge water to a distance n. exc 250 mtr from starting point and buried in pits by making necessary excavation for filling of sludge water and covering by earth oobtained from outside MD land.
36Cleaning of 100 mm SGSW or RCC pipe sewage line by rodding by bamboo strips /Steel rod /pumping in between MH and/ orgally trap foul condition including removing the sludge out side MD land and burried in pit complete all as specified and directed by Engineer-in-charge. Note: Cleaning of lines shall be carried out after every six months and accordingly will be paid.
37Cleaning of 150 mm SGSW or RCC pipe sewage line by rodding by bamboo strips /Steel rod /pumping in between MH and/ orgully trap foul condition including removing the sludge out side MD land and burried in pit complete all as specified and directed by Engineer-in-charge. Note : Cleaning shall be carried out after every six months and accordingly will be paid. Note: Cleaning of lines shall be carried out after every six months and accordingly will be paid.
38Cleaning of 230/250 mm SGSW or RCC pipe sewage line by rodding by bamboo strips /Steel rod /pumping in between MH and/ orgally trap foul condition including removing the sludge out side MD land and burried in pit complete all as specified and directed by Engineer-in-charge. Note: Cleaning of lines shall be carried out after every six months and accordingly will be paid.
39M&L removing of blockage from WC/floor trap/Nahani upto 1st manhole by opening grating and re-fixing the same after cleaning. NOTE:- (i)Contractor will depute two persons of Safaiwala"s and will report to JE sitting in the complaint cell on all working days except sundays, and holidays. (ii) No extra payment shall be admissible on this account to the contractor.
40Excavation in trenches, n. exc 1.50 mtr wide and n. exc 1.50 mtr in depth, for foundation, etc or shafts, wells, cesspits, manholes, pier holes etc n .exc 10 Sqm on plan and getting out in any type of soil all as specified and directedby Engineer-in-Charge.
41All as per item No 40 here-in-before but depth exceeding 1.50 mtr but n. exc 3.00 mtr and getting out in any type of soil.
42Material and labour for 100 mm Reinforced concrete pipe class NP2, confirming to relevant IS, laid and jointed complete with collars, laid in trenches andjointed in Cement morter and tested complete all as specified and directed by Engineer-in-charge.
43Material and labour for 150 mm Reinforced concrete pipe class NP2, confirming to relevant IS, laid and jointed complete with collars, laid in trenches andjointed in Cement mortar and tested complete all as specified and directed by Engineer-in-charge.
44Material and labour for 200 mm Reinforced concrete pipe class NP2, confirming to relevant IS, laid and jointed complete with collars, laid in trenches andjointed in Cement morter and tested complete all as specified and directed by Engineer-in-charge.
45Returning filling in including spreading leveling watering and well ramming in layers n.exc 25 cm complete all as specified and directed.
46Removing surplus excavated soil to a distance not exceeding 50 mtr and depositing where directed at a level where directed at a level n.exc 1.50 mtr above the starting point complete all as specified and directed.
47Demolition and breaking up drain pipes ( AC or reinforced concrete) of internal dia 100mm set in cement mortar of any description including the Demolition of PCC under and haunching etccomplete all as specified and directed by Engineer-in-charge.
48All as per item 47 here-in-before but 150 mm internal dia pipe
49All as per item 47 here-in-before but 250 mm internal dia pipe
50Material and labour for PCC (1:3:6) type C-2 using 100mm graded stone aggregate in concrete bedding todrain pipes 100mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed by Engineer-in-charge.
51Material and labour for PCC (1:3:6) type C-2using 150mm graded stone aggregate in concrete bedding todrain pipes 150mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed by Engineer-in-charge.
52Material and labour for PCC (1:3:6) type C-2 using 230/250mm graded stone aggregate in concrete bedding todrain pipes 230/250mm bore including packing under and completely surrounding pipes with concrete after they are laid and tested complete all as specified and directed by Engineer-in-charge.
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