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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹63.8 LAdmitted-Finance | +2.00% | ₹63.8 L | L1 | Admitted-Finance |
| 2 | L2₹66.0 L+₹2.2 L (3.43%)Admitted-Finance HOUSE NO 8 589 BEHIND PHC HOSPITAL OLD BUS STAND KORBA KORBA CHHATTISGARH 495678 | 495678 | +5.50% | ₹66.0 L+₹2.2 L (3.43%) | L2 | Admitted-Finance |
| 3 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical No EMD or Fee received |
Tender Value
₹62.5 L
EMD Value
₹1.3 L
Closing Date
14 Aug 2026, 3:00 pmClosed
Commissioner
Municipal Council Sikar
Construction of CC Road in Bunas Furniture lane and connecting lanes in ward 48
2026_DLB_584940_26
ENIB26/2026-27/Urgent
Open Tender
Civil Works
Percentage
180 days
Municipal Council Sikar
Please refer Tender documents.
2 documents required · 2 mandatory
₹1,000
Commissiner, MDRISL
₹1.3 L
Yes
17 Aug 2026
9 Aug 2026
14 Aug 2026
9 Aug 2026
14 Aug 2026
9 Aug 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Construction of CC Road in Bunas Furniture lane and connecting lanes in ward 48 | |||||
| 1.01 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre as per MoRT&H specification clause 301.
Cement Concrete Grade M-15 and above and PCC blocks | 800 | P.CUM | 235.5 | ₹1,88,400 |
| 2.01 | Carriage of Materials by mechanical transport including loading, unloading and
stacking :: Stone, boulders, gravelly material(Taken Lead UP to 2kms) | 800 | p.cum | 174.63 | ₹1,39,704 |
| 3.01 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in concrete mixer, laid manually, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | 480 | P.CUM | 2,955 | ₹14,18,400 |
| 4.01 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion.
PCC M-20 | 720 | p.cum | 5,650 | ₹40,68,000 |
| 5.01 | Providing and fixing of reinforced Ferro-Cement drain covers designed for 'AA' class loading duly marked on cover with adequate steel reinforcement having thickness 75mm to 150mm anti corrosivebitumen painted M.S. plate , Rim and M.S. lifting hooks, Admixtures like plasticizer, bond improving compound, shrinkage, resistancecompound, abrasion resistant complete as per approved design etc. Standard Size 1000x800mm (100mm thick) for span 451 to 700mm | 16 | p.sqm | 2,885 | ₹46,160 |
| 6.01 | Providing at site, lowering & laying in trenches, aligning & jointing of RCC pipes NP4 class (with s/s ends) IS: 458 - 2003 (amended up to date) marked and pipes from 300 mm and upto 1800 mmmanufactured through vertical casting process at all depths with Rubber gaskets (EPDM/SBR) for sewer lines as per IS: 5382(including cost of Rubber gaskets, lubricants) as per drawing,sectional hydro testing of the sewer pipe line (including cost andconveyance of water to site for testing) etc., complete as per specification and / or as directed by Engineer.Note : E/w to be measured and paid separately
300 mm internal diameter | 15 | mtr | 1,202 | ₹18,030 |
| 7.01 | Providing at site, lowering & laying in trenches, aligning & jointing of PVC-U pipes (SN 8) as per IS 15328 (amended up to date) and as per specifications with rubber rings with socket and spigot joint,(EPDM/SBR) for all depths for pipe length as per drawing and specification including hydraulic field testing (including the cost andconveyance of water to site for testing) and commissioning etc complete as directed by Engineer.Note : E/w to be measured and paid separately. 160 mm Nominal Dia | 10 | mtr | 618 | ₹6,180 |
| 8.01 | Raising precast circular manhole cover and frame by taking out existing precast frame and cover, providing and fixing precast SFRC circular spacer of required height, re-fixing existing manhole cover frame and cover with cement sand mortar (1:3), including making good the damage, complete as directed by Engineer. | 15 | each | 1,955 | ₹29,325 |
| 9.01 | Raising circular inspection chamber with circular cover 450mm dia and frame slab to required level including dismantling existing slab, taking out the existing CI frame & cover of inspection chamber and raising it upto ground/ road level, refixing of frame and cover in M15 (1:2:4) concrete all around the frame, including making good the damage, form work, curing, complete as directed by Engineer. (Brick/ concrete work of raising depth of manhole to be paid separately) | 25 | no's | 349 | ₹8,725 |
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