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Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹36.6 LAccepted-AOC | L1 | Accepted-AOC LOWEST BIDDER, HENCE ACCEPTED | |
| 2 | L2₹41.0 L+₹3.4 L (8.97%)Rejected-Finance 12 MARUTI NAGAR SIKKA HANUMAN MANDIR SIKKA SIKKA JAMNAGAR GUJARAT 361140 | JAMNAGAR | GUJARAT | 361140 | L2 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED | |
| 3 | L3₹42.4 L+₹4.7 L (12.5%)Rejected-Finance | L3 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED | |
| 4 | L4₹43.3 L+₹5.6 L (15.0%)Rejected-Finance | L4 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED | |
| 5 | L5₹43.4 L+₹5.7 L (15.3%)Rejected-Finance | L5 | Rejected-Finance NOT LOWEST BIDDER, HENCE REJECTED |
| Sl No | Description | Qty | Unit | M/s Prem Associates L9 | M/S MOHINI ENTERPRISES L3 | SINGH ENTERPRISES L4 | Ganesh Contruction L8 | S AND A ENGINEERS CONSTRUCTION CO L7 | Aditya Enterprises L6 | SHIVA CONSTRUCTION COMPANY L2 | TARKESHWAR DASS CONSTRUCTION COMPANY L1 | ANNAPURNA ENTERPRISES L5 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Clearing /cleaning of temporarily blocking of existing sewage line (beyond 1st manholes) dia of pipe 100/150mm bore of any description under ground of any depth with suitable wooden plugs/gunny bags and cleaning the same by pumping rodding with wire, rounding or mechanical rodding by jet pressure rodding set mounted on sewage cleaning tractor/trucks and removing the/broken bottles/wastes and other any type of blockage materials from manhole to manhole of sewage pipe lines and including cleaning completely by using fresh water, complete all as specified and directed.
Note :- The contractor himself arrange all T & P with pressure jetting machine with 5000 Ltrs water tank as required for the aforesaid item. However, rate quoted by tenderer shall deem to be included in the quoted rate. | 6,000 | Rm | 150 ₹9,00,000 | 80 ₹4,80,000 | 90 ₹5,40,000 | 120 ₹7,20,000 | 100 ₹6,00,000 | 100 ₹6,00,000 | 50 ₹3,00,000 | 60 ₹3,60,000 | 25 ₹1,50,000 Lowest |
| 2.00 | Clearing /cleaning of temporarily blocking of existing sewage line (beyond 1st manholes) dia of pipe 200/300mm bore of any description under ground of any depth with suitable wooden plugs/gunny bags and cleaning the same by pumping rodding with wire, rounding or mechanical rodding by jet pressure rodding set mounted on sewage cleaning tractor/trucks and removing the/broken bottles/wastes and other any type of blockage materials from manhole to manhole of sewage pipe lines and including cleaning completely by using fresh water, complete all as specified and directed.
Note :- The contractor himself arrange all T & P with pressure jetting machine with 5000 Ltrs water tank as required for the aforesaid item. However, rate quoted by tenderer shall deem to be included in the quoted rate. | 4,000 | Rm | 150 ₹6,00,000 | 90 ₹3,60,000 | 100 ₹4,00,000 | 100 ₹4,00,000 | 120 ₹4,80,000 | 100 ₹4,00,000 | 70 ₹2,80,000 | 50 ₹2,00,000 | 30 ₹1,20,000 Lowest |
| 3.00 | M & L for cleaning of underground sewage line of 150mm bore excavation and breaking & minimum two length and removing blockage laying new pipes rejoining with old pipes including haunching new pipes with PCC 1:3:6 type C-2 using 40mm graded mechanically crushed stone aggregate in all situation where cleaning is not possible also including excavation & earth work complete all as specified and directed. | 5 | Each Job | 3,000 ₹15,000 | 2,500 ₹12,500 | 2,300 ₹11,500 | 2,700 ₹13,500 | 2,700 ₹13,500 | 2,000 ₹10,000 | 1,000 ₹5,000 Lowest | 3,700 ₹18,500 | 2,000 ₹10,000 |
| 4.00 | M & L for cleaning of underground sewage line of 200mm bore excavation and breaking & minimum two length and removing blockage laying new pipes rejoining with old pipes including haunching new pipes with PCC 1:3:6 type C-2 using 40mm graded mechanically crushed stone aggregate in all situation where cleaning is not possible also including excavation & earth work complete all as specified and directed. | 2 | Each Job | 3,000 ₹6,000 | 2,600 ₹5,200 | 2,500 ₹5,000 | 2,700 ₹5,400 | 2,800 ₹5,600 | 2,000 ₹4,000 | 1,500 ₹3,000 Lowest | 4,500 ₹9,000 | 2,000 ₹4,000 |
| 5.00 | M & L for making arrangment for bypass to nearest manhole or line to keep sewage flow continous providing required necessary T&P such as protable pump set, flexible hose pipe etc., all as required for pump set flexible hose pipe upto 60 meter distance, complete all as specified and directed. | 80 | Each Job | 600 ₹48,000 | 500 ₹40,000 | 400 ₹32,000 | 600 ₹48,000 | 550 ₹44,000 | 300 ₹24,000 Lowest | 500 ₹40,000 | 500 ₹40,000 | 2,500 ₹2,00,000 |
| 6.00 | De-sludging and cleaning / clearing of existing manholes (excluding 1st manhole) of any size any shape, exceeding 0.5m but not exceeding 1.00m deep by removing sludge, waste, debries etc from manholes and including cleaning completely by using fresh water & including disposing/ removing of all sludge, waste debries etc will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed.
Note :- During desludging & cleaning manholes of existing sewage line necessary arrangement for continuous flow of line through bypass system by pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same deemed to be included in the quoted rate. | 800 | Each | 1,000 ₹8,00,000 | 800 ₹6,40,000 | 700 ₹5,60,000 | 850 ₹6,80,000 | 900 ₹7,20,000 | 1,000 ₹8,00,000 | 600 ₹4,80,000 | 650 ₹5,20,000 | 200 ₹1,60,000 Lowest |
| 7.00 | De sludging and cleaning / clearing of existing manholes (excluding 1st manhole) of any size any shape, exceeding 1.0m but not exceeding 2.0m deep by removing sludge, waste, debries etc from manholes and including cleaning completely by using fresh water & including disposing/ removing of all sludge, waste debries etc will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed.
Note :- During desludging & cleaning manholes of existing sewage line necessary arrangement for continuous flow of line through bypass system by pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same deemed to be included in the quoted rate. | 650 | Each | 1,000 ₹6,50,000 | 850 ₹5,52,500 | 700 ₹4,55,000 | 850 ₹5,52,500 | 950 ₹6,17,500 | 1,000 ₹6,50,000 | 700 ₹4,55,000 | 1,000 ₹6,50,000 | 300 ₹1,95,000 Lowest |
| 8.00 | De sludging and cleaning / clearing of existing manholes (excluding 1st manhole) of any size any shape, exceeding 2.0m but not exceeding 3.0m deep by removing sludge, waste, debries etc from manholes and including cleaning completely by using fresh water & including disposing/ removing of all sludge, waste debries etc will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed.
Note :- During desludging & cleaning manholes of existing sewage line necessary arrangement for continuous flow of line through bypass system by pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same deemed to be included in the quoted rate. | 150 | Each | 1,000 ₹1,50,000 | 850 ₹1,27,500 | 700 ₹1,05,000 Lowest | 900 ₹1,35,000 | 950 ₹1,42,500 | 1,000 ₹1,50,000 | 800 ₹1,20,000 | 1,200 ₹1,80,000 | 4,000 ₹6,00,000 |
| 9.00 | M & L for clearing/cleaning of temporarily all blockage of WC, Bath, Kitchen, WHB, Traps, soil wast/vent pipe (vertical or laid in trenches/floor of any type/size), existing sewage line upto 1st manhole pits and 1st manhole of any section/depth/any situation by way of cleaning /dislodging manholes by using any type of manualy or mechanically or by way of any other suitables means & including foreign materials from manholes, traps, pits where required and as directed by Engineer-in-Charge and keeping the sewage system upto 1st manhole functional in perfect condition & including final drop out from upto 1st manhole (working in final condition with taking precautationary measures equipment shall be provided as required or applicable) complete all as specified and day to day directions of Engineer in Charge.
Note :- (i) The contractor shall be rectified all complaints on daily basis even on sunday and holiday to attend emergency complaints alongwith requisite T & P as required for Job. No extra payment shall be admissible for working on Sunday/Holiday.
(ii) Labours (Safaiwala/sweeper) provided under this item shall exclusively by deputed on the work for cleaning of blockage as described in this item. The persons to be depolyed for this item shall not be deputed for any other work mentioned in BOQ.
(iii) Each and every complaint shall be rectified within 24 hours of handing over of complaint slip, failing which a panel recovery of Rs. 50.00 per complaint for each 12 Hrs shall be imposed on the contractor which shall be recovered from any dues of contractor outstanding with the department. No claim whatsoever shall be entertained on this account in future. Complaints Register shall be maintained by the Contractor and will be put up daily basis to the Engineer-in-Charge for verification. | 4,250 | Each Job | 150 ₹6,37,500 | 150 ₹6,37,500 | 200 ₹8,50,000 | 200 ₹8,50,000 | 175 ₹7,43,750 | 130 ₹5,52,500 Lowest | 300 ₹12,75,000 | 130 ₹5,52,500 Lowest | 200 ₹8,50,000 |
| 10.00 | M & L for taking out/cleaning of contaminated sewage water including accumulated sludge in any form and other forgien materials etc viz sediment sand ash, grease, fibre roots or vegetation etc from existing septic tanks of any capacity/size including inlet/outlet chambers by manually or by mechanically eqpt or by way any other suitable means and cleaning by using fresh water completely as directed and including removing sludge will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed.
Note :- The septic tank shall be dewatered first and cubic contents of remaining sludge shall only be measured. However, rate quoted by tenderer shall deemed to be included in the quotated rate. | 150 | Cum | 1,000 ₹1,50,000 | 850 ₹1,27,500 | 900 ₹1,35,000 | 900 ₹1,35,000 | 900 ₹1,35,000 | 1,000 ₹1,50,000 | 400 ₹60,000 | 600 ₹90,000 | 121 ₹18,150 Lowest |
Tender Value
₹40 L
EMD Value
₹80,000
Closing Date
22 Dec 2025, 6:00 pmClosed
Eligibility, documents, scope and key termsEligibility, required documents, scope of work and key terms of this tender, in one click.
Garrison Engineer Kota
Dadwara Complex, Military Station Kota - 324002
REPAIR/ MAINT TO SEWAGE SYSTEM BY CLEANING OF SEWAGE LINES, SEPTIC TANKS, SOAKAGE WELLS, GULLY TRAPS ETC UNDER AGE B/R-II AT MIL STN KOTA
2025_MES_742550_1
9002/E8
Open Tender
Civil Works
Item Rate
335 days
KOTA
Contractor shall be enlisted with MES in Class D and above and category a(i) or a(ii) subject to satisfactory remarks wrt performance in respect of works in hand as reflected in Work Load Return (WLR) or any other report circulated by competent e
8 documents required · 8 mandatory
₹500
GE KOTA
₹80,000
Yes
17 Jan 2026
2 Dec 2025
29 Dec 2025
2 Dec 2025
22 Dec 2025
17 Dec 2025
2 Dec 2025 - 9 Dec 2025
Amount
Clearing /cleaning of temporarily blocking of existing sewage line (beyond 1st manholes) dia of pipe 100/150mm bore of any description under ground of any depth with suitable wooden plugs/gunny bags and cleaning the same by pumping rodding with wire, rounding or mechanical rodding by jet pressure rodding set mounted on sewage cleaning tractor/trucks and removing the/broken bottles/wastes and other any type of blockage materials from manhole to manhole of sewage pipe lines and including cleaning completely by using fresh water, complete all as specified and directed. Note :- The contractor himself arrange all T & P with pressure jetting machine with 5000 Ltrs water tank as required for the aforesaid item. However, rate quoted by tenderer shall deem to be included in the quoted rate.
Clearing /cleaning of temporarily blocking of existing sewage line (beyond 1st manholes) dia of pipe 200/300mm bore of any description under ground of any depth with suitable wooden plugs/gunny bags and cleaning the same by pumping rodding with wire, rounding or mechanical rodding by jet pressure rodding set mounted on sewage cleaning tractor/trucks and removing the/broken bottles/wastes and other any type of blockage materials from manhole to manhole of sewage pipe lines and including cleaning completely by using fresh water, complete all as specified and directed. Note :- The contractor himself arrange all T & P with pressure jetting machine with 5000 Ltrs water tank as required for the aforesaid item. However, rate quoted by tenderer shall deem to be included in the quoted rate.
M & L for cleaning of underground sewage line of 150mm bore excavation and breaking & minimum two length and removing blockage laying new pipes rejoining with old pipes including haunching new pipes with PCC 1:3:6 type C-2 using 40mm graded mechanically crushed stone aggregate in all situation where cleaning is not possible also including excavation & earth work complete all as specified and directed.
M & L for cleaning of underground sewage line of 200mm bore excavation and breaking & minimum two length and removing blockage laying new pipes rejoining with old pipes including haunching new pipes with PCC 1:3:6 type C-2 using 40mm graded mechanically crushed stone aggregate in all situation where cleaning is not possible also including excavation & earth work complete all as specified and directed.
M & L for making arrangment for bypass to nearest manhole or line to keep sewage flow continous providing required necessary T&P such as protable pump set, flexible hose pipe etc., all as required for pump set flexible hose pipe upto 60 meter distance, complete all as specified and directed.
De-sludging and cleaning / clearing of existing manholes (excluding 1st manhole) of any size any shape, exceeding 0.5m but not exceeding 1.00m deep by removing sludge, waste, debries etc from manholes and including cleaning completely by using fresh water & including disposing/ removing of all sludge, waste debries etc will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed. Note :- During desludging & cleaning manholes of existing sewage line necessary arrangement for continuous flow of line through bypass system by pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same deemed to be included in the quoted rate.
De sludging and cleaning / clearing of existing manholes (excluding 1st manhole) of any size any shape, exceeding 1.0m but not exceeding 2.0m deep by removing sludge, waste, debries etc from manholes and including cleaning completely by using fresh water & including disposing/ removing of all sludge, waste debries etc will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed. Note :- During desludging & cleaning manholes of existing sewage line necessary arrangement for continuous flow of line through bypass system by pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same deemed to be included in the quoted rate.
De sludging and cleaning / clearing of existing manholes (excluding 1st manhole) of any size any shape, exceeding 2.0m but not exceeding 3.0m deep by removing sludge, waste, debries etc from manholes and including cleaning completely by using fresh water & including disposing/ removing of all sludge, waste debries etc will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed. Note :- During desludging & cleaning manholes of existing sewage line necessary arrangement for continuous flow of line through bypass system by pump/Municipal corpon truck, tractor for avoid blockage of all line and rate for the same deemed to be included in the quoted rate.
M & L for clearing/cleaning of temporarily all blockage of WC, Bath, Kitchen, WHB, Traps, soil wast/vent pipe (vertical or laid in trenches/floor of any type/size), existing sewage line upto 1st manhole pits and 1st manhole of any section/depth/any situation by way of cleaning /dislodging manholes by using any type of manualy or mechanically or by way of any other suitables means & including foreign materials from manholes, traps, pits where required and as directed by Engineer-in-Charge and keeping the sewage system upto 1st manhole functional in perfect condition & including final drop out from upto 1st manhole (working in final condition with taking precautationary measures equipment shall be provided as required or applicable) complete all as specified and day to day directions of Engineer in Charge. Note :- (i) The contractor shall be rectified all complaints on daily basis even on sunday and holiday to attend emergency complaints alongwith requisite T & P as required for Job. No extra payment shall be admissible for working on Sunday/Holiday. (ii) Labours (Safaiwala/sweeper) provided under this item shall exclusively by deputed on the work for cleaning of blockage as described in this item. The persons to be depolyed for this item shall not be deputed for any other work mentioned in BOQ. (iii) Each and every complaint shall be rectified within 24 hours of handing over of complaint slip, failing which a panel recovery of Rs. 50.00 per complaint for each 12 Hrs shall be imposed on the contractor which shall be recovered from any dues of contractor outstanding with the department. No claim whatsoever shall be entertained on this account in future. Complaints Register shall be maintained by the Contractor and will be put up daily basis to the Engineer-in-Charge for verification.
M & L for taking out/cleaning of contaminated sewage water including accumulated sludge in any form and other forgien materials etc viz sediment sand ash, grease, fibre roots or vegetation etc from existing septic tanks of any capacity/size including inlet/outlet chambers by manually or by mechanically eqpt or by way any other suitable means and cleaning by using fresh water completely as directed and including removing sludge will be transported in covered carrier vehicles and dumped out side MoD land wherever approved by local Govt authority, complete all as specified and directed. Note :- The septic tank shall be dewatered first and cubic contents of remaining sludge shall only be measured. However, rate quoted by tenderer shall deemed to be included in the quotated rate.
Taking out and removing of old manhole cover and frames of any type/grating on rain water gutter including re-fixing the same after raising man hole with brick work of height 3 brick course wall of outer size 120x120 cm to 150x150cm in CM 1:4 and fixing the old manhole cover or fixing new cover complete all as specified and directed.
Excavating in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and not exceeding 1.5 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
Excavating in trenches not exceeding 1.5 m wide and exceeding 1.5 m but not exceeding 3.0m in depth; for foundation, etc. or for shafts, wells, cesspits, manholes, pier holes, etc. or for cable laying or not exceeding 10 sqm on plan and exceeding 1.5 m but not exceeding 3 m in depth and getting out in soft/ loose soil complete all as specified and as directed.
Returning, filling in, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm in soft/ loose/ hard/ dense soil complete all as specified and as directed.
Removing excavated material (soils) not exceeding 50 m and depositing where directed at a level n exc. 1.5 m above the starting point complete all as specified and directed.
Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) of internal dia 150 mm, set in cement mortar complete all as specified and as directed.
Demolition and breaking up drain pipes (salt glazed ware, AC or reinforced concrete) of internal dia 200 mm, set in cement mortar complete all as specified and as directed.
M & L for concrete bed to drain pipes of internal diameter 150 mm laid in trenches in cement concrete M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate including packing under and haunching against the sides of pipes complete all as specified and as directed.
M & L for concrete bed to glazed stoneware pipes/ drain pipes of internal diameter 200 mm, laid in trenches of depth upto 1.2 m in cement concrete M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate including packing under and haunching against the sides of pipes complete all as specified and as directed.
M & L for 150 mm internal dia salt glazed stoneware pipes as per IS 651: 2007 laid in trenches and jointed with cement mortar 1:1 and yarn including testing complete all as specified and as directed.
M & L for 200 mm internal dia salt glazed stoneware pipes as per IS 651: 2007 laid in trenches and jointed with cement mortar 1:1 and yarn including testing complete all as specified and as directed.
Demolition of brick work or stone/boulder masonry, built in cement mortar including all quoins, arches, pillars, etc. complete all as specified and as directed.
M & L for brick work with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan exceeding 6 m mean radius built in cement mortar 1:4 complete all as specified and as directed.
M & L for walling (curved on plan to a mean radius exceeding 6 metre) of random rubble, uncoursed, well bonded, bedded and solidly hearted built in cement mortar (1:6) complete all as specified and as directed.
M & L for brickwork with fly ash bricks of class designation 7.5 and non-modular size as per IS 12894: 2002, straight or curved on plan to any radius in half brick thick walls, built in cement mortar 1:4 complete all as specified and as directed.
Extra over stone walling of lime or sand stone for hammer dressing to face stones and dressing of face beds and joints with maximum depression of face from straight edge held against the dressed surface not exceeding 40 mm, of random rubble walling, uncoursed or brought upto course complete all as specified and as directed.
Taking down cement plaster on stone/brick/concrete surfaces including racking out joint, hacking for key, scrubbing down with water complete all as specified and as directed.
Material and labour for plastering 15 mm thick on fair faces of brick work or concrete surfaces (on vertical surfaces) in cement mortar 1:4 finished even and fair complete all as specified and as directed.
Demolition of cement concrete (unreinforced) of any description and in any position, above or below ground floors, not otherwise specifically provided for complete all as specified and as directed.
M & L for cement concrete in foundation, filling and mass concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
M & L for cement concrete in surface channels and drains in M15(Nominal Mix) using 20 mm nominal size graded crushed stone aggregate complete all as specified and as directed.
M & L for extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred/ stopped ends etc. complete all as specified and as directed.
M & L for cement concrete M15 (Nominal Mix) using 12.5 mm nominal size graded crushed stone aggregate in lintels upto 1.5 m clear span, cills, steps; seismic and other similar bands, plinth courses, string courses, lacing courses, parapets and railings upto 60 cm in height, copings, kneelers, apex stones, bed plates, kerbs, water troughs, slab staging for water tanks, filling of pressed steel door frame, fixing of hold fasts and the like including weathering, slightly rounded or chamfered angles and throating including necessary formworks complete all as specified and as directed.
Demolition of reinforced cement concrete (reinforcement cut as required to facilitate demolition) of any description and in any position, above or below ground floors, not otherwise specifically provided for complete all as specified and as directed.
M & L for mild steel TMT bars 10 mm dia and over, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
M & L for mild steel TMT bars 6 mm to 8 mm dia, cut to length, bent to shape required, including hooking ends and binding with and including mild steel wire (annealed) not less than 0.9 mm dia or securing with clips and including welding has to be done with minimum 20 cm over lap for new and old of any height. Complete all as specified and as directed.
M & L for RCC M15 (Nominal Mix) using 12.5 mm nominal size graded crushed stone aggregate as in chajjas complete all as specified and as directed.
Cutting into existing manholes for connecting new drains of pipe of nominal size 150 mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.
Cutting into existing manholes for connecting new drains of pipe of nominal size 200 mm, making good to pipe and rendering, cutting out existing benching for and forming branch channel (1/2 round or 3/4 section) in cement concrete M15(Nominal mix) using 20 mm nominal size graded crushed stone aggregate, smooth finished, and reforming benching as required complete all as specified and as directed.
Taking down eaves gutters and rainwater pipes (any size or pattern), soil waste pipes (any size or pattern), including all fittings, heads, shoes, bends, swan-necks, etc., including cleaning or refixing or removal to Store or taken on schedule of credit (measured overall as fixed along the centre line over fittings and accessories) complete all as specified and as directed.
S & F 110mm dia PVC(SWR) single socketed soil waste pipes in any length with rubber ring joints fixed to wall with necessary fixing arrangement such as clamps, nuts bolts etc and making good the disturbed surface complete all as specified and as directed.
S & F 110mm dia PVC(SWR) single socketed soil waste pipes in any length with rubber ring joints laid in trenches or in floor complete all as specified and as directed.
S & F 75 mm dia PVC(SWR) single socketed soil waste pipes in any length with rubber ring joints ficed to wall with necessary fixing arrangement such as clamps, nuts bolts etc and making good the disturbed surface complete all as specified and as directed.
S & F 75mm dia PVC(SWR) single socketed soil waste pipes in any length with rubber ring joints laid in trenches or in floor complete all as specified and as directed.
M & L for 75 mm thick plain cement concrete M10(Nominal Mix) using 40 mm nominal size graded stone aggregates, laid in alternate panel, finished surface even and fair including filling in position with 85/25 industrial grade bitumen mix filler of proportion 80 kg of hot bitumen, 1 kg of cement and 0.25 cubic metre of coarse sand as in plinth protection complete all as specified and as directed.
S & F PVC (SWR) bends of any radius of 110 mm dia with access door complete all as specified and as directed.
S & F PVC (SWR) bends of any radius of 75 mm dia with access door complete all as specified and as directed.
S & F PVC (SWR) bends of any radius of 75 mm dia complete all as specified and as directed.
S & F PVC (SWR) junction single (single T) equal or unequal suitable for 75 mm dia complete all as specified and as directed.
S & F PVC (SWR) junction single (single T) equal or unequal suitable for 110 mm dia complete all as specified and as directed.
S & F PVC (SWR) bends of any radius of 110 mm dia complete all as specified and as directed.
S & F PVC (SWR) branch piece single (single Y) equal or unequal suitable for 110 mm dia complete all as specified and as directed.
Providing and fixing galvanised steel holder bat clamps of approved design to 75/110 mm dia PVC-U rain water pipe/ soil waste pipe embedded in and including cement concrete blocks 100 mm X 100 mm X 100 mm of Nominal Mix (M15) using 20 mm nominal size graded crushed stone aggregate and cost of cutting holes and making good at any floor complete all as specified and as directed.
Demolition of stone slabs and tiles of any description or thickness laid, bedded and pointed in any mortar in floors, aprons etc.complete all as specified and as directed.
M & L for 5 cm thick stone slabs in landings of drains, sun sheds, chajjas, shelves, cills, landings, cover stones, templates, etc., not exceeding 2 m in length, punched dressed on face and along exposed edges, self faced on other side and set in cement mortar 1:4 complete all as specified and as directed.
Cutting and grubbing of bushes grass and tree surrounding manholes,Gully trap, bend, wall pipe,overhead tank and sewage line alignment etc and levelling of ground around the manholes,sewage line and finish the surface of wall and removing the waste material to a distance exc 50m and n exc 500m and clearing the site. Note - (i) All TP (like JCB or else) and equipment’s are required for clearance of site safety shall be arranged and made available by the cntractor.(ii) All safety measures for workmen to do work shall be provided by the contractor. (iii) Any other existing govt assets(Like electric cables,water plipeline storm water drain boundary walls etc) are damages during the site clerance/excavation contractor should be repair at same time without any delay. (iv) Contractor (bidder) shall note that the rate quoted by him & in r/o of site clerance items shall be deemed included in quoted rate and no extra on this account is admissible.
M & L in renewal for construction of soakage well of size (2.4 metre dia X 3.0 metre effective depth) as per latest TD including necessary earth work in any type of soil, PCC lean concrete in M7.5(Nominal Mix) using 40 mm nominal size graded crushed stone aggregate as in foundation, RCC M25(Design Mix) using 20 mm graded crushed stone aggregate as in slab, manhole cover in precast RCC M-25 (Design Mix), PCC band in M10(Nominal Mix) using 20 mm nominal size coarse aggregate, honeycomb brickwork in cement mortar (1:4), inlet pipe of cast iron of 150 mm nominal dia as per IS 1729: 2002 and length upto 4 metre each, reinforcement of grade as specified, other structural details as per drawings and specifications, loose filling in layers with brick bats of gauge 80 mm to 150 mm in bottom layer and of gauge 40 mm to 80 mm in top layer complete all as specified and as directed.
SHIVA CONSTRUCTION COMPANY (BID ID -3504955)
M/S MOHINI ENTERPRISES (BID ID -3505000)
SINGH ENTERPRISES (BID ID -3508610)
ANNAPURNA ENTERPRISES (BID ID -3504452)
Aditya Enterprises (BID ID -3510970)
S AND A ENGINEERS CONSTRUCTION CO (BID ID -3510469)
Ganesh Contruction (BID ID -3510353)
M/s Prem Associates (BID ID -3504889)
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